teguh rab new edit.xlsx

7/26/2019 teguh rab new edit.xlsx

1/334

PEKERJAAN : PERENCANAAN PEMBANGUNAN K

LOKASI : JL.PAPANDAYAN ATAS NO.7 SEMAR

TAHUN : TAHUN ANGGARAN 2016

Job D!"#$%&$o'

I. PEKERJAAN PERSIAPAN

1 P(b#!$)*' +*)*'

17.,

2-.3

2 P**# !('&*#*

3 P(*!*'*' bo/%+*'

17.,

0,

2


2/334

2-.3

- G*' A+*&

3

-

II. PEKERJAAN GALIAN TANAH

1 G*+$*' Po'*!$ B*& B+*) PJ4 1-5

1.21

1.0,

1

PJ4 77.

0.5

1.0,

0.7

2 G*+$*' oo&%+*& & 4 1.0


3/334

1

1.6

1.6

3 G*+$*' S%&$"&*' & 4 2

0.7,

1.-0.

1.7

- G*+$*' P#!*%*' & 4 1.-

1

3

, P*!$# #


4/334

PJ4 1-5.-,

0.,

1

PJ4 77.

0.,

0.7

0.,

1.6

0.1

177

6 U#*' T*'*) (b*+$

PJ4 1-5.-,

TYPE 1


5/334

PJ4 77.

TYPE 2

TANAH URUG LANTAI

L.L*'&*$ 4 177

TANAH URUG TAMANL.T*(*' 4 1-.6

III. PEKERJAAN PONDASI

1 P*!*'*' b*& o!o' %o'*!$

PJ4 1-5

0.2

1.00


6/334

PJ4 77.

0.2

0.7

2 P*!*'*' b*& %** %o'*!$

0.3

PJ4 77.

0.6

0.,,

0.3 PJ4 1-5

0.

0.

I8. PEKERJAAN BETON BERTULANG

1 S+oo9

2, 30


7/334

1, 20

2 Ko+o(

K1

0.3

0.3

0.1,K2

0.1,


8/334

3 oo&%+*& '4 2

1Ko+o(

2oo&$'

- B*+o


9/334

, R$' b*+

6 P+*& L*'&*$

L4 177

&4 0.12 (

L4 1,6

&4 0.12 (

T*'*


10/334

10 P(b!$*'


11/334

B*+o


12/334

Ko+o(


13/334

P+*&


14/334

T*'*

8. PEKERJAAN PASANGAN DAN PLESTERAN1 P*!*'*' 12 B*&* 1:,


15/334


16/334

2 P+!*' 1:3 ;*!#*(


17/334

3 P+!*' 1:,

- A"$*'

8I PEKERJAAN PENGECATAN

1 P'"*&*' D$'$' B*#

2 P(*!*'*' $'$' #*($

8II. PEKERJAAN ELEKTRIKAL

1 DO=NLIGHT

2 SAKLAR TUNGGAL

3 SAKLAR GANDA


18/334

- STOP KONTAK

, MCB

1 DO=NLIGHT

2 SAKLAR TUNGGAL

3 SAKLAR GANDA

- STOP KONTAK

, MCB

1 DO=NLIGHT

2 SAKLAR TUNGGAL

3 SAKLAR GANDA

- STOP KONTAK

8III. PEKERJAAN SANITASI

1 CLOSET DUDUK

2 KRAN AIR 12 >

3 =ASHTAEL

- ?INK

, LOORDRAIN


19/334

6 PIPA AIR KOTOR

7 PIPA AIR KOTORAN

PIPA AIR BERSIH

1 CLOSET DUDUK

2 KRAN AIR 12 >

3 =ASHTAEL

- LOORDRAIN

, PIPA AIR KOTOR

6 PIPA AIR KOTORAN

7 PIPA AIR BERSIH

1 CLOSET DUDUK

2 KRAN AIR 12 >

3 =ASHTAEL

- ?INK

, LOORDRAIN

6 PIPA AIR KOTOR

7 PIPA AIR KOTORAN

PIPA AIR BERSIH


20/334

5 TANDON AIR

I@. PEKERJAAN KUSEN

1 T$% P1

2 T$% P2

3 T$% P3


21/334

- T$% J1

, T$% J2


22/334

6 Bo'


23/334

@. PEKERJAAN ATAP

1 K* *

2 Go#$'


24/334

3 L*! %*!*'*' '&'

- L*! P+*9o'

, L$!& * %+*9o'

6 L*! %*!*'*' #'

7 Bb'*' G'&'

L$!& P+*'


25/334

ST PUTRA 3 LANTAI

NG

PERHITUNGA

L*!

P L

2-.3 17.,

P*'F*' To&*+ P**# S('&*#*

2 ; P L

2 ; 2-.3 17.,

P*'F*' Bo/%+*'

2 ; P L 2 ; 2-.3 17.,


26/334

L*! G*' *+*&

P L - 3

8o+(

;S1 S2< &

2

; 1.21 1 < 1.0,

2

8o+(

;S1 S2< &

2

; 0.5 0.7 < 1.0,

2


27/334

F(+*) 4 1,

8o+(

P L &

1.6 1.6 1.0

F(+*) 4 2

8o+(

L*! & 2 ; 0. 0.7, < ;

F(+*) 4 2

8o+(

L*! & 1 3 1.-


28/334

Po'*!$

0., @ 1 @ 1-5.-,

Po'*!$

0., @ 0.7 @ 77.

oo&%+*& 1

1.6 1.6 0.,0

L*'&*$

& L*! +*'&*$ 0.1 177

To&*+

Po'*!$

8o+(

1 0.,1 0.1

2


29/334

8o+(

2 0.,1 0.1 2

oo&%+*& 1

8o+(

1. 1.6 1.6 4F(+*) 4 2

o+(

& L*! +*'&*$

0.- 177

o+(& L*! +*'&*$

0.1, 1-.6

To&*+

Po'*!$

1.00 @ 0.2 @ 1-5


30/334

Po'*!$

0.7 @ 0.2 @ 77.

8o+(

;S1 S2< &

2

; 0.,, 0.3 < 0.6

2

8o+(

;S1 S2< &

2

; 0. 0 < 0. 2

S+oo9 1,20

0.1, 0.2 77.


31/334

S+oo9 2,30

0.2, 0.3 1-5.-,

b 4 1, &$'$ 4

0.1, 0.1, 4

' 4 27

b 4 30 &$'$ 4

0.3 0.3 4

' 4 30

b 4 1, &$'$ 4

0.1, 0.1, 4

' 4 15

b 4 30 &$'$ 4

0.3 0.3 4

' 4 23

b 4 1, &$'$ 40.1, 0.1, 4

' 4 10

b 4 30 &$'$ 4

0.3 0.3 4


32/334

' 4 23

b 4 1, &$'$ 4

0.1, 0.1, 4

' 4 10

0.3 0.3 1.

1.6 1.6 0.2

0.152

B*+o $' b 4 2,

0.2, 0.3

B*+o *'* b 4 1,

0.1, 0.2

B*+o $' b 4 2,

0.2, 0.-

B*+o *'* b 4 20

0.2 0.3

B*+o $' b 4 20

0.2 0.3


33/334

B*+o *'* b 4 1,

0.1, 0.2

B*+o $' b 4 20

0.2 0.3

B*+o *'* b 4 1,

0.1, 0.2

R$' b*+ 1 b 4 2,

0.2, 0.3

R$' b*+ 2 b 4 1,

0.1, 0.2

177 0.12

1,6 0.12

%+*& &*'* &4 12 "(

% 4 - (

+ 4 1.2 (

& 4 0.12 (

8 4 % +


34/334

4 - 1.2

4 0.,76 (3

bo#! &4 12 "(

% 4 2. (

+ 4 1.2, (

& 4 0.12 (8 4 % +

4 2. 1.2,

4 0.-2 (3

%+*& &*'* &4 12 "(

% 4 - (+ 4 1.2 (

& 4 0.12 (

8 4 % +

4 - 1.2

4 0.,76 (3

bo#! &4 12 "(

% 4 2. (

+ 4 1.2, (& 4 0.12 (

8 4 % +

4 2. 1.2,

4 0.-2 (3

S+oo9 2030

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4&+.%oo 4

b+ 4

o+( !+oo9 2030 4


35/334

S+oo9 1,20

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4

b+ 4

o+( !+oo9 1,20 4

B*+o 2,30

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4

b+ 4

o+ B*+o 2,30 4

B*+o 1,20

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4

b+ 4

o+ b*+o 1,20 4

B*+o 2,-0

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4&+.%oo 4

b+ 4

o+ B*+o 2,-0 4

B*+o 2030

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4

b+ 4o+ b*+o 2030 4

B*+o 2,30

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4


36/334

b+ 4

o+ B*+o 2,30 4

B*+o 1,20

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4b+ 4

o+ b*+o 1,20 4

B*+o 2,-0

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4

b+ 4

o+ B*+o 2,-0 4

B*+o 2030

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4

b+ 4

o+ b*+o 2030 4

R$' B*+o 2,30*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4

b+ 4

o+ #$' 2,30 4

R$' B*+o 1,20

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4b+ 4

o+ #$' 1,20 4

Ko+o( 3030

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4


37/334

b+ 4

8o+( 4

Ko+o( 1,1,

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4b+ 4

8o+( 4

Ko+o( 3030

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4

b+ 4

8o+( 4

Ko+o( 1,1,

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4

b+ 4

8o+( 4

Ko+o( 3030*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4

b+ 4

8o+( 4

Ko+o( 1,1,

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo 4b+ 4

8o+( 4

P+*& L*'&*$

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo b+ 4


38/334

8o+( 4

P+*& L*'&*$

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

&+.%oo b+ 4

8o+( 4

P+*& T*'* bo#!

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

+&+.%oo b+ 4

8o+( 4

P+*& T*'* bo#!

*#$ %#)$&'*' &+*'*' $*%*& b#*& 4

+&+.%oo b+ 4

8o+( 4

K+$+$' To&*+ 4 77. (

T$'$ 4 3., (

L*! 4 272.3 (2

L*! D$'$' 4 L*! B*&*

4 272.3


39/334

K+$+$' To&*+ 4 1-5 (

T$'$ 4 3. (

L*! 4 ,66.2 (2 L*! K!' 4 %1 %2

4 1, ,.752,

4 -,.5027 (2

L*! D$'$' 4 L*! B*&*

4 ,66.2

4 ,20.2573 (2

K+$+$' To&*+ 4 117.6 (

T$'$ 4 3. (

L*! 4 --6. (2

L*! K!' 4 %1 %3

4 17., 1.6652

4 -2.,312 (2

L*! D$'$' 4 L*! B*&*

4 --6. 4 -0-.3- (2

K+$+$' 4 10.6 (

T$'$ 4 3. (

L*! 4 -12.6 (2

L*! K!' 4 %1 %3

4 17., 10.01,24 -3.-572 (2

L*! D$'$' 4 L*! B*&*

4 -12.6

4 365.12 (2


40/334

K+$+$' To&*+ 4 112., (

T$'$ 4 0.3 (

L*! 4 33.7, (2

L*! K!' 4 %1 %24 1, ,.752,

4 26.6-- (2

L*! P+!*' 4 L*! P+!*'

4 52.1,

4 6,.-6,6 (2

K+$+$' To&*+ 4 7-.6 (T$'$ 4 0.3 (

L*! 4 22.3 (2

L*! K!' 4 %1 %3

4 17.,0 1.6652

4 -2.,3 (2

L*! P+!*' 4 L*! P+!*'

4 51.1

4 -.6- (2

K+$+$' To&*+ 4 70.6 (

T$'$ 4 0.3 (

L*! 4 21.1 (2

L*! K!' 4 %1 %3

4 17., 10.01,2

4 -3.-572 (2L*! P+!*' 4 L*! P+!*'

4 1.5

4 3.-2 (2


41/334

P+!*' 1:, 4 L$'

4 10-1

P+!*' 1:, 4 L$'

4 05

P+!*' 1:, 4 L$'

4 73.-

S*(* '*' +*! $'$'

L*'&*$ 1 4 10-0.,5

L*'&*$ 2 4 0.70

L*'&*$ 3 4 73.37

KM=C 4 6,.-7LUAR =C 4 6.05

KM=C 4 -.6,

LUAR =C 4 6.05

KM=C 4 3.-

T. =UDHU 4 7.,0


42/334

CLOSET DUDUK MONO BLOCK

KRAN AIR

=HASTAEL

?INK DAPUR

LOORDRAIN


43/334

PIPA P8C 3

PIPA P8C 6

PIPA 3->


KRAN AIR

=HASTAEL

LOORDRAIN

PIPA P8C 3

PIPA P8C 6

PIPA 12>


KRAN AIR

=HASTAEL

?INK DAPUR

LOORDRAIN

PIPA P8C 3

PIPA P8C 6

PIPA 12>


44/334

TANDON AIR -.2 LITER

8o+( K!'

K* +*! I II 4 6

K!' 4 100

K+. 4 2

4 2

8o+. 4

8o+( D*' P$'&

K* +*! I II 4 50

L 4 3.6

E'!+ 4 3

K*"*

L 4 30

8o+( K!'

K* +*! I II 4 6

K!' 4 20,K+. 4 2

4 2

8o+. 4

8o+( D*' P$'&

K* +*! I II 4 1-0

L 4 ,.7-

E'!+ 4 3

K*"* 4 2

L 4 2.13-

8o+( K!'

K* +*! I II 4 -


45/334

K!' 4 21-

K+. 4 2

4 2

8o+. 4

8o+( D*' P$'&

K* +*! I II 4 70L 4 2.5-

E'!+ 4 3

8o+( K!'

K* +*! I II 4 6

K!' 4 1,3K+. 4 3

4 3

8o+. 4

8o+( D*' J'+*

K* +*! I II 4 50

L 4 2.56-

K*"* ,(( 4 7-

L 4

E'!+ 4 -

K*$& A'$' 4 2

8o+( K!'

K* +*! I II 4 6

K!' 4 16-

K+. 4 2

4 ,


46/334

8o+. 4

K*"* ,(( 4 106

L 4

8o+( K!'K* +*! I II 4 6

K!' 4 62

K+. 4 2

4 2

8o+. 4

K*"* ,(( 4 30

L 4

J(+*) T$% P1 4 6

K!' 4 0.30 D*' 4

J(+*) T$% P2 4 1

K!' 4 0.0 D*' 4

J(+*) T$% P3 4 7

K!' 4 0.1- D*' 4J(+*) T$% J1 4 ,

K!' 4 0.323 D*' 4

J(+*) T$% J2 4 0

K!' 4 D*' 4

J(+*) T$% B8 4 7

K!' 4 0.11 D*' 4

J(+*) T$% P1 4 7K!' 4 0.3, D*' 4

J(+*) T$% P3 4

K!' 4 0.16 D*' 4

J(+*) T$% J1 4 6

K!' 4 0.3 D*' 4

J(+*) T$% J2 4 1


47/334

K!' 4 0.12 D*' 4

J(+*) T$% B8 4

K!' 4 0.13 D*' 4

J(+*) T$% P1 4 7

K!' 4 0.3, D*' 4J(+*) T$% P3 4 6

K!' 4 0.12 D*' 4

J(+*) T$% J1 4 6

K!' 4 0.35 D*' 4

J(+*) T$% J2 4

K!' 4 D*' 4

J(+*) T$% B8 4

K!' 4 0.13 D*' 4

K* * 1

P#o+ 2L 6, 6, 7

B#*& 4 6.3 (

J(+*) 4 1 b)

P*'F*' 4 10 (B#*& &o&*+ 4 6.3

To&*+ b#*& ** 2L

K* * 2

P#o+ 2L 6, 6, 7

B#*& 4 6.3 (

J(+*) 4 1 b)P*'F*' 4 6 (

B#*& &o&*+ 4 -0.5

To&*+ b#*& ** 2L

P#o+ K*'*+ 1-


48/334

B#*& 4 16.01 (

J(+*) 4 1 b)

P*'F*' 4 10.-6 (

J(+*) 4 1 b)

P*'F*' 4 1-.11 (

B#*& &o&*+ 4 2,76.005

P#o+ K*'*+ 1-

B#*& 4 16.01 (

J(+*) 4 1 b)

P*'F*' 4 2.16 (

J(+*) 4 2 b)

P*'F*' 4 1.07 (

B#*& &o&*+ 4 ,05.--

L*!

P L P

1,.,, 11.5 7.5

205.53

L*'&*$ 1 4 167.,(2

L*'&*$ 2 4 1,,.(2L*'&*$ 3 4 1,,.(2

L*'&*$ 1 4 17(

L*'&*$ 2 4 152.5(

L*'&*$ 3 4 152.32(

P*'F*' To&*+ 4 2- (

P*'F*' To&*+ 4 61.2


49/334

VOLUME PEKERJAAN

U#*$*'

- P(*!*'*' P$%* P8C &$% A= >

, P(*!*'*' P$%* P8C &$% A= 3>

6 P(*!*'*' P$%* P8C &$% A= 6>

J PEKERJAAN KUNCI DAN KACA

1 P(*!*'*' K'"$ T*'*( B$*!*2 P(*!*'*' K'"$ K*(*# M*'$

3 P(*!*'*' E'!+ P$'&

- P(*!*'*' K'"$ S+o&

, P(*!*'*' K*"* &b*+ , ((

K PEKERJAAN LANTAI DAN DINDING

1 P(*!*'*' +*'&*$ Ub$' PC =*#'* U. 60 60 "(

2 P(*!*'*' +*'&*$ Ub$' PC =*#'* U. 33 33 "(

- P(*!*'*' P+$'& K#*($ U#*' ,20 "(

, P(*!*'*' D$'$' K#*($ 172, "(L PEKERJAAN PENGECATAN

1 P'"*& T(bo B*# ;1+*%.P+*($# 1+*% C*& D*!*#

M PEKERJAAN LISTRIK

1 L*(% Do/'+$)& PLC ; 20 =*&& D PS=

10 3 20 "m

20 3 20 "m

25 3 25 "m

$0 3 $0 "m

15 3 25 "m15 3 $0 "m

VI . B A H A N B E S I

1 S % besi beton polos

besi beton prestress

besi beton ulir

2 S PL% esi Strip

$ S P=


181/334

A Harmonika 12 3 24 mm

A Harmonika 14 3 $0 mm

A Harmonika 14 3 $5 mm

A Ka&at @amuk @lon

A Ka&at Kasa

A Sarin(an pasir

A Ka&at loketA Ka&at *uri

A Ka&at bron?on(

VII . B A H A N P I P A

1 Pipa PVC SII SCJ , S - 12,5 (10 bar)

Pipa P> 20 - FG . / JS

Pipa P> 25 - G . / JS

Pipa P> $2 - 1G . / JS

Pipa P> 40 - 1FG .

Pipa P> 6$ - 2G .Pipa P> 90 - $G .

Pipa P> 110 - 4G .

Pipa P> 160 - 6G .

Pipa P> 200 - 8G .

Pipa P> 250 - 10G .

Pipa P> $15 - 12G .

2 Pipa Medium B Galvanis - SII

Pipa +e*ium 'alIanis FG

Pipa +e*ium 'alIanis 25 - G .Pipa +e*ium 'alIanis $2 - 1G .

Pipa +e*ium 'alIanis 50 - 1FG .

Pipa +e*ium 'alIanis 6$ - 2G .

Pipa +e*ium 'alIanis 2FG

Pipa +e*ium 'alIanis 90 - $G .

Pipa +e*ium 'alIanis 110 - 4G .



Pipa +e*ium 'alIanis 250 - 10G.

VIII . B A H A N L A N G I T L A N G I T

1 KUS%KAuk $0 3 $0

$0 3 60

60 3 120

List Ka@u Pro:il

2 S


182/334

'P=> uk120"m)240"m)9mm

4 PL /

%eak &oo*

90 3 210 3 $ mm

120 3 240 3 $ mm

90 3 210 3 4 mm

90 3 210 3 9 mm 90 3 210 3 12 mm

90 3 210 3 15 mm

90 3 210 3 18 mm

%ripleks

120 3 240 3 $ mm

120 3 240 3 4 mm

120 3 240 3 6 mm

+ultipleks

120 3 240 3 9 mm

120 3 240 3 12 mm 120 3 240 3 15 mm

120 3 240 3 18 mm

at *asar

m"o

unior 66 -nippon paint.

A Koas

e"ulu)

Sirala)

Spiritus

Plitur ?a*i

2 %+K

Kalkarium

Kapur siri!

Plamur

>at %embok

Sinte)

anabri*e

>at@la"

+o&ile)


183/334

$ S

+enie

>at men(kilat

>at

%!inner

+in@ak "at%!inner Super

=esi*u -teer#aspal.


184/334

2 SKKL=

ut bau& Seri

n(kel

n bau& Seri

n(kel

$


185/334

1 KLS% UUK

2 KLS% J'KK

$ /S%


186/334

$ U>= buAabu

+era!#!itam

4 U buAabu

+era!#!itam

5 %=H3 buAabu

+era!#!itam

6 L+P H3 buAabu7 H3'L buAabu

+era!#!itam

8 >S%L buAabu

9 %=PN buAabu

10 %=PN '=SS L>K

buAabu

11 S%= '=SS L>K UAU

12 %>

1$ KS%

!VII. L A I N L A I N1 K= 25 ++

2 Sli*in( Pintu J4

$ a"o per aun

4 =ollin( *oor esi

=ollin( *oor lmunium

5 &nin( lmunium

6 Kusen lmunium 4G Puti!

7 /


187/334

11 P'= => Pa(ar => 90 2

Pa(ar => 120 2

12 LAL

+in@ak eton ; bekistin(

Pintu Lipat esi

Suns"reen llumunimllumunium


188/334

B A N G U N A N

P A S A R A N B E B A S

KOTA SEMARANG & SEKITAR

HARGASAT MINIMUM KET

(Rp)

m$ 170,000

m$ 190,000

m$ 200,000

m$ 220,000

m$ 250,000m$ 120,000

m$ 250,000

m$ $00,000

m$ 280,000

m$ 280,000

m$ 125,000

m$ 215,000

b! 500

m$ 140,000m$ $10,000

m$ 400,000

m$ 100,000

m$ 110,000

m$ 270,000

m$ 175,000

ak 50,000

ak 68,000

ak 50,000

ak 67,000

ak 62,000

ak 90,000

k( 10,000


189/334

pak 185,000

b! 6,000

b! 9,500

b! 14,000

b! 8,500

b! 11,500b! 1$,000

b! 2,$00

b! 2,900

b! 4,000

b! 6,500

b! 8,000

b! 5,100

b! 9,000

b! 10,000

b! 12,000

b! 10,000

b! 1$,000

b! 80,000

b! 9$,000

b! 10$,000

b! 92,000b! 95,000

b! 105,000

b! 45,000

b! 54,000

b! 6$,000

b! 72,000

b! 81,000

b! 85,000

lbr 145,000

lbr 80,000

b! $1,000

b! 45,000

b! 4$,000

b! 44,000

b! 27,000


190/334

b! 51,000

lbr 105,000

b! 16,000

b! 18,000

b! 14,000b! 1$,000

lbr 25,000

lbr 69,000

lbr 70,000

lbr 100,000

lbr 125,000

lbr 185,000

lbr 245,000

b! 50,000b! 58,000

b! 66,000

b! 65,000

b! 70,000

b! 80,000

m 20,000

m 24,000

m $0,000

m $5,000

lbr 45,000

lbr 48,000

lbr 54,000

lbr 72,000

m$ 22,000,000

m$ 20,000,000

m$ 7,600,000

m$ 6,900,000m$ 5,750,000

m$ 5,500,000

m$ 4,800,000

m$ 4,500,000

m$ 2,050,000

m$ 2,000,000

m$ 10,000,000

m$ 9,$75,000


191/334

bt 20,000

bt 18,000

bt $2,000

m$ 2,200,000

m$ 150,000

bt 10,000

m2 $4,000

m2 $2,000

m2 45,000

m2 40,000

m2 52,000

b! 5,200

b! 5,100

m

m

m

*os 42,000

*os 45,000

*os 45,000

*os 46,000

m2 48,000

m2 48,000

m2 48,000

m2 49,000

m2 48,000

m2 52,000

m2 52,000

m2 51,000

m2 45,0002,250

m2 195,000

m2 95,000

m2 98,000

m2 165,000

m2 250,000

m2 475,000


192/334

b! $2,000

b! 42,500

b! 64,000

b! 110,000

b! 180,000

b! 215,000

b! 22,000b! $0,500

b! $9,000

b! 48,000

b! A

b! 5,600

b! 6,$00

b! 6,800

b! 7,200

b! 7,500b! 7,500

k( 8,450

k( 16,500 . ralat !ar(a

k( 12,000 . ralat !ar(a

k( 12,500

k( 12,800

bt( 125,000 pan? 6 m

bt( 85,000 pan? 6 m

bt( 80,000 pan? 6 m

bt( 45,000 pan? 6 m

bt( 40,000 pan? 6 m

bt( 18,000 pan? 4 m

bt( 24,000 pan? 4 m

k( 12,500

k( 1$,500

k( 9,500

bt( 100,000

bt( 155,000

bt( 220,000

k( 14,500

m2 20,500


193/334

m2 21,000

m2 20,000

m2 19,000

m2 9,000

m2 18,000

m2 15,000

m2 15,000rol 55,000

k( 25,000

bt( 20,000 pan?an( 4 m

bt( $0,000 pan?an( 4 m

bt( 45,000 pan?an( 4 m

bt( 55,000 pan?an( 6 m

bt( 65,000 pan?an( 6 mbt( 75,000 pan?an( 6 m

bt( 95,000 pan?an( 6 m

bt( 260,000 pan?an( 6 m

bt( 420,000 pan?an( 6 m

bt( 480,000 pan?an( 6 m

bt( 600,000 pan?an( 6 m

bt( 85,000 pan?an( 6 m

bt( 115,000 pan?an( 6 mbt( 1$5,000 pan?an( 6 m

bt( 170,000 pan?an( 6 m

bt( 225,000 pan?an( 6 m

bt( 270,000 pan?an( 6 m

bt( 420,000 pan?an( 6 m

bt( 560,000 pan?an( 6 m

bt( 960,000 pan?an( 6 m

bt( 1,850,000 pan?an( 6 m

bt( A pan?an( 6 m

lbr 5,500

lbr 1$,000

lbr 41,000

m 4,800

lbr 60,000

lbr 68,000


194/334

lbr 57,500

lbr 45,000

lbr 55,000

lbr 65,000

lbr 115,000lbr 145,000

lbr 225,000

lbr 295,000

lbr 50,000

lbr 62,000

lbr 75,000

lbr 125,000

lbr 145,000lbr 165,000

lbr 225,000

lbr 68,000

k( 25,000

k( 25,000

lbr $,800

k( 29,000k( $4,000

k( 50,000

k( 50,000

b! 7,500

k( 55,000

ons 10,000

ltr 11,000

ltr $5,000

k( 4,200

k( 4,250

k( 20,000

k( 20,000

5 k( 100,000

5 k( 100,000

5 k( 108,000

5 k( 275,000


195/334

k( 20,000

k( $5,000

k( $6,000

ltr 15,000

ltr 1$,000ltr 12,000

*rum 55,000

b! 1,025,000

b! 1,650,000

k( 55,000

m2 60,000

m2 70,000m2 70,000

m2 80,000

m2 70,000

m2 80,000

m $,100

m $,700m 5,700

m 8,500

m 9,000

m 15,000

m 27,000

m $5,000

m 1$,200

m 20,000

m $4,500

m 50,000

m 7,000

m 10,900

m 21,000

m 12,500

m 19,000

m $0,000

m 4$,000


196/334

b! 15,000

b! 12,000

b! 11,500

b! 9,500

b! 115,000

b! 220,000

b! $25,000

b! 10,000

b! 15,000

b! 12,500

b! 17,000

b! 7,500b! 10,000

b! 5,000

b! 275,000

b! 12,500

b! 5,000

b! 10,000

b! $1,000

b! 55,000

b! 65,000

b! 85,000

b! 140,000

b! 55,000

b! 70,000

b! 15,000

b! 4,000

b! 6,000

b! $0,000

b! 7,500

b! 10,000

b! 5,000

b! 275,000


197/334

b! 1,425,000

b! 1$0,000

b! 250,000

b! $50,000

b! 275,000

b! 240,000

b! 150,000b! 145,000

b! $0,000

b! 20,000

unit

unit A

b! 15,000

b! $,000b! 15,000

k( 1$,000

k( 20,000

k( 6,000

k( 25,000

k( 1$,000

b! 1$,000

b! 18,000k( 6,500

b! 275,000

b! 975,000

b! 1,450,000

b! 450,000

b! $50,000

b! $50,000

b! 425,000

m2 50,000

m2 52,500

m2 50,000

m2 52,500


198/334

m2 42,000

m2 52,500

m2 50,000

m2 52,500

m2 50,000

m2 52,500

m2 50,000m2 52,500

m2 50,000

m2 52,500

m2 50,000

m2 50,000

H 7,500

H $,000

m 15,000

m2 45,000

b! 180,000

b! 12,000

m2 $00,000

m2 2$0,000

m2 210,000

m 80,000

bt( 1,050,000

*rum 1,650,000

m2 65,000

m2 80,000

m2 95,000

m2 110,000

ton 1,$00,000

ton 1,$00,000

ton 1,150,000

ton 1,100,000

ton 1,450,000

ton 1,750,000

liter 8,200

liter 8,200

liter 8,200

m2 225,000


199/334

#lb 175,000

#lb 225,000

ltr 9,000

m2 $80,000

m2 $10,000m2 7,500

k( 12,000

k( 11,000

m$ 12,500

ikat 1,250

ltr 7,000

ltr 7,500

ltr $7,500

b! 6,200


200/334

D A F T A R S E " A P E R A L A T AN

S U M B E R D A T A : P A S A R A N B E B A S

D A E R A H : KOTA SEMARANG & SEKITAR

HARGA

NO. PERALATAN SATUAN MINIMUM KET.

(Rp)

1 ump %ru"k 3 &o' Jam 80,000

2 ump %ru"k 9 ton Jam 145,000

$ %ruk ak %erbuka n(kel Jam 160,000

4 %ruk %anki ir Jam 250,000

5 ull*oer 100 A 150 !p Jam 600,000

6 +otor 'ra*er Jam 575,0007 /!eel Loa*er Jam 225,000

8 )"aIator Jam 590,000

9 >rane $5 ton Jam 525,000

10 ompressor Jam 280,000

2$ >on"rete +i)er 0,125m$ Jam 70,000

24 >on"rete >utter ?am 32,00

25 Stamper Jam $5,000

26 'enset 5A25kIaDbbm Jam 160,000

27 lat Pen(e"at +arka Jam 300,000

28 +esin Las ?am 180,000

29 S&o' C#!)# ?am 800,000


201/334

S U M B E R D A T A

D A E R A H

NO. KODE

I A. #.#.$ HARGA SATUAN PEKER

1 2212 Pa(ar Sementara *ari Se

2 2214 Pen(ukuran *an Pemasa

4 2217 Pembuatan 'u*an( Sem

5 2219 +embersi!kan Lapan(an

II A.#.%.$ HARGA SATUAN PEKE1 2$11 +en((ali %ana! iasa Se

2 2$12 +en((ali %ana! iasa Se

8 2$18 +embuan(%ana! se?au!

9 2$19 Pen(uru(an Kembali

10 2$110 Pema*atan %ana! -per 20

11 2$111 Uru(an Pasir

1$ 2$11$ Pemasan(an Lapisan ?uk

III A.%.#.$. HARGA SATUAN PEKER

$ $21$ Pemasan(an Pon*asi at9 $219 Pemasan( atu Koson(#

IV A...$ HARGA SATUAN PEKER

10 44110 Pemasan(an in*in( at

V A...# HARGA SATUAN PEKER

$ ,4,4,2$ Pemasan(an Plesteran 1

5 ,4,4,25 Pemasan(an Plesteran 1

25 ,4,4,227 Pemasan(an "ian

VI A..'.$ HARGA SATUAN PEKER

2 4612 Pembuatan ; Pemasan(a

$ 461$ Pembuatan ; Pemasan(a



20 46120 Pemasan(an =an(ka Lan

22 46122 Pemasan(an Listplank Uk


202/334

VII A..$.$ HARGA SATUAN PEKER

1 4111 +embuat eton mutu :"O

8 4118 +embuat eton mutu :"O

1$ 41117 Pembesian *( esi Polos

14 41118 Kabel Presstrese* Polos#s

16 41120 +emasan( ekistin( untu

17 41121 +emasan( ekistin( untu18 41122 +emasan( ekistin( untu

19 4112$ +emasan( ekistin( untu




24 A.4.1.1.28 Membuat Pondasi Beton

25 A.4.1.1.2! Membuat "loo# Beton Ber

2$ A.4.1.1.30 Membuat %olom Beton Be

2& A.4.1.1.31 Membuat Balok Beton Be

28 A.4.1.1.32 Membuat Balok Beton Be2! A.4.1.1.33 Membuat 'inding Beton B

30 A.4.1.1.34 Membuat angga Beton B

31 A.4.1.1.35 Membuat %olom Penguat

32 A.4.1.1.3$ Membuat ing Balok Bet

VIII A...# HARGA SATUAN PEKE

2 4522 Pemasan(an tap 'enten

I! A...$ HARGA SATUAN PEKER

7 4517 +emasan( Lan(itAlan(it '

9 45110 List Lan(itALan(it Ka@u Pr

! A..$.$ HARGA SATUAN PEKE

1 5111 +emasan( >loset u*uk

4 5115 +emasan( /asta:el

8 51112 Pemasan(an ak >u"i Pir

9 51114 Pemasan(an ti

21 51126 Pemasan(an Pipa P> ti

25 511$1 Pemasan(an Pipa P> ti

26 511$2 Pemasan(an Pipa P> ti

!I A..#.$ HARGA SATUAN PEKER

4 4214 Pembuatan Pintu esi Pla

5 4215 Pen(er?aan Pen(elasan *

20 42121 Pemasan(an =an(ka es


203/334

!II A..'.# HARGA SATUAN PEKER

1 4622 Pemasan(an Kun"i %ana

2 462$ Pemasan(an Kun"i Kama

4 4625 Pemasan(an n(sel Pintu

5 4626 Pemasan(an n(sel Jen*

7 4629 Pemasan(an Kait n(in14 46217 Pemasan(an Ka"a tebal 5

!III A...% HARGA SATUAN PEKER

10 44$$4 Pemasan(an Lantai Kera

14 44$$9 Pemasan(an Plint Kerami

21 44$49 Pemasan(an in*in( Ker

2$ 44$5$ Pemasan(an in*in( Ker

!IV A..,.$ HARGA SATUAN PEKE

10 47110 Pen(e"at %embok aru -1l


204/334

D A F T A R H A R G A S A T U A N P E K E R J A A N

P A S A R A N B E B A S

KOTA SEMARANG & SEKITAR

URAIAN PEKERJAAN

AAN PERSIAPAN

( 'elomban( %in((i 2,00 m

(an ou&plank

n *an Peralatan

*an Perataan

JAAN TANAHalam 1 m

alam 2 m

0 m

"m.

tebal 10 "m unt i*an( =esapan

AAN PONDASI

u ela! 1SP 5 PPnstampin(

AAN PASANGAN DINDING

+era! Ukuran -5)11)22."m %ebal 1#2 ata >amp 1SP 5PP

AAN PLESTERAN

" $ Pp %ebal 15 mm

" 5 Pp %ebal 15 mm

AAN K A Y U

n Kosen Pintu ; Jen*ela Ka@u klas atau

n Pintu KlampStan*ar* Ka@u Klas -Ka@u Kam:er.

n aun Pintu Panel, Ka@u Klas atau

n Pintu ; Jen*ela Ka"a Ka@u Klas atau

(itAlan(it -60)60. "m, ka@u Klas atau

-$)$0."m Ka@u klas atau klas


205/334

AAN B E T O N

,4 +pa -K100., slum -12Q2."m, " O 0,87

1,7 +Pa -K250., slum -12Q2."m, " O 0,56

atau esi Ulir

tran*

Pon*asi

Sloo:Kolom

alok

Lantai

in*in(

%an((a

ertulang (150 kg Besi + Bekisting

ulang (200 kg Besi + Bekisting

rtulang (300 kg Besi + Bekisting

tulang (200 kg Besi + Bekisting

tulang (150 kg Besi + Bekistingertulang (150 kg Besi + Bekisting

ertulang (200 kg Besi + Bekisting

Beton Bertulang (11 ) 11 *m

n Bertulang (10 ) 15 *m

JAAN PENUTUP ATAP

( Ko*ok # 'lasur

AAN LANGITLANGIT

@psu oar*, Uk -120)240. tebal 9 mm

:il

JAAN SANITASI DALAM GEDUNG

+ono lok

in( Stainless stell

Pasatu ata $0)$0 tin((i $5 "m

tau C G

e / C FG

e / C G

e / C $G

e / C 4G

AAN BESI & ALLUMUNIUM

t a?a tebal 2 mm ran(kap, ran(ka ba?a Siku

n(an Las Listrik

i Hollo& 1 ) 40402mmE +o*ul 60)60 "m *in*in( pla:on*


206/334

AAN KUNCI *+ KACA

iasa

r +an*i

ela KupuAkupu

mm

AAN PENUTUP LANTAI *+ DINDING

ik $$ ) $$ "m

k Ukuran 10)20 "m

mik 10)20 "m,

mik 10)20 "m,

JAAN PENGECATAN

lapPlamir, 1lap >at asar


207/334

HARGA SATUAN PEKERJAANSAT MINIMUM

(Rp)

m 594,24750

m 1$2,80850

m2 1,682,75250

m2 10,17500

m$ 47,4$750

m$ 58,16250

m$ 20,79000

m$ 1#$ ) 'altana!

m$ $4,$7500

m$ 20$,77500

m2 5$,21250

m$ 802,$2900m$ 416,75700

m2 95,72750

m2 51,70000

m2 49,15900

m2 26,57875

m$ 11,186,72500

m2 454,21750

m2 675,56500

m2 478,72000

m2 167,77200

m 117,50750


208/334

m$ 975,59$54

m$ 1,117,46589

10 k( 110,98450

10 k( 200,0$500

m2 150,76600

m2 161,76600m2 $51,5$800

m2 $69,68800

m2 4$9,5$800

m2 40$,78800

m2 $29,04$00

m3 4,8!2,5&4.50

m3 $,0!!,230.50

m3 10,34!,245.50

m3 &,8&3,888.00

m3 &,008,045.00m3 $,8!&,&$4.50

m3 &,3$2,4&0.50

m 8&,&$$.25

m 11&,4&4.50

m2 126,67050

m2 $6,89400

m1 1$,55200

Unit 1,965,24$50

Unit 511,74750

bua! $$$,10750

bua! 26,70250

b! $54,98650

b! 54,26575

m 16,$7900

m 20,64150

m $8,94275

m $4,8498$

m2 829,$1750

"m 16,45600

m2 186,80750


209/334

ua! 197,20250

ua! 1$5,72625

ua! 21,90$75

ua! 14,60250

ua! 20,84500m2 99,44688

m2 185,$6681

m $1,56450

m2 204,6$850

m2 204,6$850

m2 16,48405


210/334

S U M B E R D A T A : P A S A R

D A E R A H : KOTA SE

N-. SNI KODE KOEF SAT.

I A. #.#.$ HARGA S

$ A.#.#.$.# $ P*0*1 S2

A TENAGA

L01 02 H Peker?a

L02 04 H %ukan( Ka@L0$ 002 H Kepala %uk

L04 002 H +an*or

B BAHAN

125 t( Ka@u olke

25 K( Portaln* Se

12 Lbr Sen( 'elo

0005 m$ Pasir eton

0009 m$ Koral eton

0072 m$ Ka@u 5#734

006 K( Paku iasa045 K( +eni esi

C PERALATA

D J95* A ;

E O


211/334

E O


212/334

F H*10* S*39

II A.#.%.$ HARGA S

$ A.#.%.$.$ $ % M2+00*54 T

A TENAGA

L01 075 H Peker?aL04 0025 H +an*or

B BAHAN

C PERALATA

D J95* A ;

E O


213/334

P2+09190*

A TENAGA

L01 050 H Peker?a

L04 0050 H +an*or

B BAHAN

C PERALATA

D J95* A ;E O


214/334

0025 H +an*or

B BAHAN

12 m$ Sirtu

C PERALATA

D J95* A ;

E O


215/334

B**+

70 ua! ata +era!

968 K( Portlan* Se

0045 m$ Pasir Pasan

C PERALATA

D J95* A ;

E O


216/334

12 m$ Ka@u Klas

125 k( Portlan* Se

1 k( Lem Ka@u

C PERALATA

D J95* A ;

E O


217/334

025 K( Paku iasa

C PERALATA

D J95* A ;

E O


218/334

L01 565 H Peker?a

L02 0275 H %ukan( batu

L02 156 H %ukan( Ka@

L02 14 H %ukan( esi

L05 0$2$ H Kepala %uk

L06 028$ H +an*or

B**+ 027 m$ Ka@u Klas

2 K( Paku iasa

06 Ltr +in@ak eki

210 K( esi eton

$ K( Ka&at eto

$$6 K( Portlan* Se

054 m$ Pasir eton

081 m$ Kerikil eto

C PERALATA

D J95* A ;E O


219/334

27 A..$.$.%$ $ % M269*3 B

T2+*0*

L01 6$5 H Peker?a

L02 0275 H %ukan( batu

L02 165 H %ukan( Ka@

L02 14 H %ukan( esi

L05 0$$$ H Kepala %ukL06 0$18 H +an*or

B**+

0$2 m$ Ka@u Klas

$2 K( Paku iasa

16 Ltr +in@ak eki

210 K( esi eton

$ K( Ka&at eto

$$6 K( Portlan* Se

054 m$ Pasir eton

081 m$ Kerikil eto 014 m$ Ka@u Klas

28 Lbr Pl@&oo* 9

16 t( olken *ia

C PERALATA

D J95* A ;

E O


220/334

C PERALATA

D J95* A ;

E O


221/334

F H*10* S*39

VIII A...# HARGA S

# A...#.# $ # P2**+0

T2+*0*

L01 015 H Peker?aL02 0075 H %ukan( Ka@

L0$ 0008 H Kepala %uk

L04 0008 H +an*or

B**+

25 ua! 'enten( Ko

C PERALATA

D J95* A ;

E O


222/334

E O


223/334

E O


224/334

D H*10* S*39

E O


225/334

!I A..#.$ HARGA S

1 A..#.$.$ $ K0 P2**+0

T2+*0*

L.01 006 H Peker?a

L.02 006 H %ukan( esi

L.03 0006 H Kepala %ukL.0- 000$ H +an*or

B**+

115 K( esi Pro:il

006 K( +eni esi

C PERALATA

D H*10* S*39

E O


226/334

0170 ?am Se&a lat

D H*10* S*39

E O


227/334

C PERALATA

D H*10* S*39

E O


228/334

' A..'.#., $ B9* P2**+0

T2+*0*

L.01 010 H Peker?a

L.02 020 H %ukan( Ka@

L.03 002 H Kepala %uk

L.0- 00005 H +an*or B**+

1 ua! n(sel n(i

C PERALATA

D H*10* S*39

E O


229/334

L.0- 000075 H +an*or

B**+

11 m2 Ka"a tebal

C PERALATA

D H*10* S*39

E O


230/334

L04 00$5 H +an*or

B**+

$$0 ua! Ubin Kerami

980 K( Portlan* Se

4$7 K( Semen /ar

0045 m$ Pasir Pasan

C PERALATAD J95* A ;

E O


231/334

A T2+*0*

L01 0.070 H Peker?a

L02 0.10, H %ukan( >at

L0$ 0.00- H Kepala %uka

L04 0.003 H +an*or

B B**+

02000 k( >at +enie 0.1,00 k( Plamuur

0.1700 k( >at asar

0.3,00 k( >at Penutup

0.0100 b! Kuas

0.0300 k( Pen(en"er

0.2000 lbr mplas

C PERALATA

D O*3 T

# 5*p. C*3 P

T2+*0*

L01 002 H Peker?a

L02 006$ H %ukan( >at

L0$ 0006$ H Kepala %uk

L04 000$0 H +an*or

B**+

01 K( Plamir

01 K( >at asar

026 K( >at Penutu

C PERALATA

D J95* A ;

E O


232/334

D A F T A R

N B E B A S

ARANG & SEKITAR

URAIAN

TUAN PEKERJAAN PERSIAPAN

+3*1* *14 S2+0 G25-6*+0 T4+004 #788

u n(

*iameter 8 A 10 # 400 "m

en

ban( $G A 5G

Ka@u Kruin(

2G A 5G

B ; C

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238/334

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