Analisis Kebutuhan Pekerjaan Instalasi Air Bersih Dan Air Kotor

ANAL ANALIS ISA A HAR HARGA GA SATU SATUA A

No.

Uraian Jenis pekerjaan

Sat.

Koeff.

1

2

3

4

XII

PEKERJAAN INSTALASI AIR DAN SANITASI

XII.1

1 M' PIPA P! MASPI"N A#U DIAMETER 1$ Pipa PVC maspion abu diameter 1" (AW)

bt

0 .1 6 7

Perlen!apan (3# $ %ara pipa)

lot

1 .0 0 0

&u!an batu

'%

0. 0.060

epala tu!an batu

'%

0 .0 0 6

Pe!era

'%

0 .0 3 6

*andor

'%

0 .0 0 2

Pipa PVC maspion abu diameter 3" (AW)

bt

0 .1 6 7


lot

1 .0 0 0

&u!an batu

'%

0. 0.060


'%

0 .0 0 6

Pe!era

'%

0 .0 3 6

*andor

'%

0 .0 0 2

Pipa PVC maspion abu diameter 4" (AW)

bt

0 .1 6 7


lot

1 .0 0 0

&u!an batu

'%

0. 0.060


'%

0 .0 0 6

Pe!era

'%

0 .0 3 6

*andor

'%

0 .0 0 2

,a! -iberlass

b%

1 .0 0 0


lot

1 .0 0 0

&u!an batu

'%

2. 2.700


'%

0 . 4 0

Pe!era

'%

1 . 0 0

*andor

'%

0.110

b%

1 .0 0 0

+umla%

XII.%

1 M' PIPA P! MASPI"N A#U DIAMETER &$

+umla%

XII.&

1 M' PIPA P! MASPI"N A#U DIAMETER $

+umla%

XII.

1 #UA( #AK MANDI )I#ER*LASS +, - +,

+umla%

XII.

1 #UA( #AT(TU#E ,at%tube standard


lot

1 .0 0 0

&u!an batu

'%

2. 2.700


'%

0 . 4 0

Pe!era

'%

1 . 0 0

*andor

'%

0.110

ran stainless lo!al !ait

b%

1 .0 0 0

Perlen!apan (6# $ %ara pipa)

lot

1 .0 0 0

Pe!era

'%

0 .0 4 0

*andor

'%

0 .0 4 0

loset dudu! /arna standard &'&' C 240 len!ap

b%

1 .0 0 0


lot

1 .0 0 0

&u!an batu

'%

1. 1.100


'%

0 .0 1 0

Pe!era

'%

3 .3 0 0

*andor

'%

0 .1 6 0

it%en in! stainless 2 luban

b%

1 .0 0 0


lot

1 .0 0 0

&u!an batu

'%

1. 1.100


'%

0 .0 1 0

Pe!era

'%

3 .3 0 0

*andor

'%

0 .1 6 0

+umla%

XII.+

1 #UA( KERAN

+umla%

XII./

1 KL"SET DUDUK

+umla%

XII.0

1 KIT!(EN INK STAINLESS % LU#AN*

+umla%

XII.2 II.2

1 UN UNIT SE SEPT PTII!TA !TANK % X 13 13 X 13 13 M 4 RE REM#ES #ESANN ANN5A 6KA 6KANT" NT"R T5 T5PE KE!IL E!IL77 alian tana%

*3

4. 4 . 0 0

Pasir uru

*3

0 .2 1 4

antai !era t  10 m

*2

2 .2  0

Pas. ,ata 1 PC 5 2 P  plesteran

*2

1  .0 0 0

Plat beton penutup dan balo!

*3

0 .3 0 0

Pipa PVC 4" enis AW  sambunan

*1

 .4 0 0

Pipa 8P 1 192"

bt

1 .2 0 0

alian tana% untu! rembesan

*3

3 .3 7 

Pas.iu!



 .4 0 0

:ruan !eri!il 3; m

*3

1 .0  0

Pipa PVC 4" berloban enis AW

*1

< .0 0 0

:ruan !embali perataan tana%

*3

1 .1 2 

Pe!era

'%

7 .0 7 

&u!an batu

'%

3. 3.000


lot

1 .0 0 0

&u!an batu

'%

2. 2.700


'%

0 . 4 0

Pe!era

'%

1 . 0 0

*andor

'%

0.110

ran stainless lo!al !ait

b%

1 .0 0 0


lot

1 .0 0 0

Pe!era

'%

0 .0 4 0

*andor

'%

0 .0 4 0

loset dudu! /arna standard &'&' C 240 len!ap

b%

1 .0 0 0


lot

1 .0 0 0

&u!an batu

'%

1. 1.100


'%

0 .0 1 0

Pe!era

'%

3 .3 0 0

*andor

'%

0 .1 6 0

it%en in! stainless 2 luban

b%

1 .0 0 0


lot

1 .0 0 0

&u!an batu

'%

1. 1.100


'%

0 .0 1 0

Pe!era

'%

3 .3 0 0

*andor

'%

0 .1 6 0

+umla%

XII.+

1 #UA( KERAN

+umla%

XII./

1 KL"SET DUDUK

+umla%

XII.0

1 KIT!(EN INK STAINLESS % LU#AN*

+umla%

XII.2 II.2

1 UN UNIT SE SEPT PTII!TA !TANK % X 13 13 X 13 13 M 4 RE REM#ES #ESANN ANN5A 6KA 6KANT" NT"R T5 T5PE KE!IL E!IL77 alian tana%

*3

4. 4 . 0 0

Pasir uru

*3

0 .2 1 4


*2

2 .2  0


*2

1  .0 0 0


*3

0 .3 0 0


*1

 .4 0 0

Pipa 8P 1 192"

bt

1 .2 0 0


*3

3 .3 7 

Pas.iu!



 .4 0 0


*3

1 .0  0


*1

< .0 0 0


*3

1 .1 2 

Pe!era

'%

7 .0 7 

&u!an batu

'%

3. 3.000


'%

0 . 0 0

*andor

'%

0 . 0 0

Pompa etpump 20 /att san=o

b%

1 .0 0 0

Pe!era

'%

0 .2  0

*andor

'%

0 .1 2 

+umla%

XII.1,

1 #UA( P"MPA ET PUMP

+umla%

ABEL XII.1 (AHS) PEKERJAAN INSTALASI AIR

(ar8a Sat.

J9:;a< (ar8a

#a
#a
Upa<

A;at

Rp.

Rp.

Rp.

Rp.



6

7



?

? >p10;00.00

>p30;000.00

>p;001.00

>p10;00.00

?

?

>p4;000.00

?

>p2;0.00

?

>p2;000.00

?

>p312.00

?

>p3;000.00

?

>p1;36.00

?

>p60;000.00

?

>p10.00

?

>p;001.00 >p13;000.00

>p4;66.00

>p10;00.00

>p2;0.10

?

?

>p3;0.00

?

?

>p3;0.00

>p4;000.00

?

>p2;0.00

?

>p2;000.00

?

>p312.00

?

>p3;000.00

?

>p1;36.00

?

>p60;000.00

?

>p10.00

?

>p2;0.10 >p23;000.00

>p4;66.00

>p3;0.00

>p3<;174.0

?

?

>p2;20.00

?

?

>p2;20.00

>p4;000.00

?

>p2;0.00

?

>p2;000.00

?

>p312.00

?

>p3;000.00

?

>p1;36.00

?

>p60;000.00

?

>p10.00

?

>p3<;174.0

>p4;66.00

>p2;20.00

>p<;000.00

>p<;000.00

?

?

>p33;20.00

?

?

>p33;20.00

>p4;000.00

?

>p12<;600.00

?

>p2;000.00

?

>p2;00.00

?

>p3;000.00

?

>p6;400.00

?

>p60;000.00

?

>p6;600.00

?

>p<;000.00 >p2;74;000.00

>p2;74;000.00

>p232;60.00 ?

>p33;20.00 ?

>p<60;70.00

?

>p4;000.00

?

>p12<;600.00

?

>p2;000.00

?

>p2;00.00

?

>p3;000.00

?

>p6;400.00

?

>p60;000.00

?

>p6;600.00

?

>p2;74;000.00 >p22;000.00

?

>p<60;70.00

>p232;60.00

>p<60;70.00

>p22;000.00

?

?

>p1;320.00

?

?

>p1;320.00

>p3;000.00

?

>p1;20.00

?

>p60;000.00

?

>p2;400.00

?

>p22;000.00

>p3;<20.00

>p1;320.00

?

? >p123;000.00

>p2;00;000.00

>p2;00;000.00

>p123;000.00

?

?

>p4;000.00

?

>p2;00.00

?

>p2;000.00

?

>p20.00

?

>p3;000.00

?

>p12;400.00

?

>p60;000.00

?

>p<;600.00

?

>p2;00;000.00 >p42;000.00

>p42;000.00

>p1;320.00

>p123;000.00

?

? >p1;000.00

>p1;000.00

?

?

>p4;000.00

?

>p2;00.00

?

>p2;000.00

?

>p20.00

?

>p3;000.00

?

>p12;400.00

?

>p60;000.00

?

>p<;600.00

?

>p42;000.00

>p1;320.00

>p1;000.00

>p36;<00.00

>p166;00.00

?

?

>p0;000.00

>p10;710.00

?

?

>p7;04.3

>p12;440.1<

?

?

>p71;66.00

>p1;074;40.00

?

?

>p;<1;412.<

>p2;77;423.7

?

?

>p40;000.00

>p216;000.00

?

?

>p2<4;000.00

>p32;00.00

?

?

>p36;<00.00

>p124;37.0

?

?

>p7;000.00

>p37;00.00

?

?

>p36;00.00

>p3;32.00

?

?

>p;70.00

>p2;70.00

?

?

>p<;<<.00

>p11;247.7

?

?

>p3;000.00

?

>p26;<7.03

>p4;000.00

?

>p144;000.00

>p2;000.00

?

>p41;600.00

>p60;000.00

?

>p30;000.00

>p;266;<24.22 >p4;0;000.00

>p4;0;000.00

?

>p44;7.03

>p0.00

?

?

>p3;000.00

?

>p<;00.00

?

>p60;000.00

?

>p7;00.00

?

>p4;0;000.00

>p17;000.00

>p0.00

J9:;a< (ar8a #a
>p20;16<.00

>p3;723.10

>p126;0<2.0

>p360;<30.00

>p3;<3;430.00

>p27;240.00

>p2;361;320.00

>p664;320.00

>p;71;41.2

>p4;67;000.00

TABEL XII.2 RAB BAHAN PEKERJAAN INSTALASI AIR DAN SANITASI

N"

URAIAN PEKERJAAN

1 % L. PEKERJAAN INSTALASI AIR DAN SANITASI

"L

SAT

&



(AR*A SAT #A(AN 

JUML #ia>a #a
. 1

Pipa PV C 1@@

13

m@

>p;001

>p6;013.00

. 2

Pipa PV C 3@@

7

m@

>p2;0

>p17;3.70

. 3

Pipa PV C 4"

<

m@

>p3<;17

>p32;70.0

.4

,a!

2

b%

>p<;000

>p1<0;000.00

.

,at%tub

2

b%

>p2;74;000

>p;4<0;000.00

.6

eran

6

b%

>p22;000

>p132;000.00

.7

lo set udu!

2

b%

>p2;00;000

>p4;100;000.00

.

it%en in! stainless 2 loban

1

>p42;000

>p42;000.00

. <

ept it an!

1

unit

>p;266;<24

>p;266;<24.22

.10

Pompa Bet Pump

1

unit

>p4;0;000

>p4;0;000.00 Rp%13,,3,&

b%

J9:;a<

RAB UPAH PEKERJAAN INSTALASI AIR DAN SANITASI

(AR*A SAT

1

%

&



UPA( 

JUML

#ia>a Upa< #i? Pri@e +

L. PEKERJAAN PEN*E!ATAN . 1

Pipa PV C 1@@

13

m@

>p4;66

>p60;64.00

. 2

Pipa PV C 3@@

7

m@

>p4;66

>p32;676.00

. 3

Pipa PV C 4"

<

m@

>p4;66

>p42;012.00

.4

,a!

2

b%

>p232;60

>p46;360.00

.

,at%tub

2

b%

>p232;60

>p46;360.00

.6

eran

6

b%

>p3;<20

>p23;20.00

.7

lo set udu!

2

b%

>p1;320

>p376;640.00

.


1

b%

>p1;320

>p1;320.00

. <

ept it an!

1

unit

>p44;7

>p44;7.03

.10

Pompa Bet Pump

1

unit

>p17;000

>p17;000.00 Rp%31+31%2

J9:;a<

1

%

&



UPA( 

#ia>a Upa< #i? Pri@e +

L. PEKERJAAN PEN*E!ATAN . 1

Pipa PV C 1@@

13

m@

>p4;66

>p60;64.00

. 2

Pipa PV C 3@@

7

m@

>p4;66

>p32;676.00

. 3

Pipa PV C 4"

<

m@

>p4;66

>p42;012.00

.4

,a!

2

b%

>p232;60

>p46;360.00

.

,at%tub

2

b%

>p232;60

>p46;360.00

.6

eran

6

b%

>p3;<20

>p23;20.00

.7

lo set udu!

2

b%

>p1;320

>p376;640.00

.


1

b%

>p1;320

>p1;320.00

. <

ept it an!

1

unit

>p44;7

>p44;7.03

.10

Pompa Bet Pump

1

unit

>p17;000

>p17;000.00 Rp%31+31%2

J9:;a<

( (AR*A #ia>a #ap6;013.00 >p17;3.70 >p32;70.0 >p1<0;000.00 >p;4<0;000.00 >p132;000.00 >p4;100;000.00 >p42;000.00 >p;266;<24.22 >p4;0;000.00 Rp%13,,3,&

( (AR*A

( (AR*A #ia>a #ap6;013.00 >p17;3.70 >p32;70.0 >p1<0;000.00 >p;4<0;000.00 >p132;000.00 >p4;100;000.00 >p42;000.00 >p;266;<24.22 >p4;0;000.00 Rp%13,,3,&

( (AR*A

#ia>a Upa< Pe;aksanaan / >p4;61.60 >p2<;40.40 >p37;10.0 >p41;24.00 >p41;24.00 >p21;16.00 >p33;<76.00 >p16<;4.00 >p436;101.33 >p1;300.00 Rp132,31+

#ia>a Upa< Pe;aksanaan / >p4;61.60 >p2<;40.40 >p37;10.0 >p41;24.00 >p41;24.00 >p21;16.00 >p33;<76.00 >p16<;4.00 >p436;101.33 >p1;300.00 Rp132,31+

TABEL XII.3 KEBUTUHAN TENAGA KERJ

No.


Sat.

1

%

&





&u!an batu

'%

0.0600

0.040


'%

0.0060

0.004

Pe!era

'%

0.0360

0.0324

*andor

'%

0.001

0.0016

'%

0.0600

0.040

'%

0 0060

0 004

XII XII.1

Koeff. 6Aa;7 Koeff. 6Ak
PEKERJAAN INSTALASI AIR DAN SANITASI Pipa P! 1''

J9:;a< XII.%

Pipa P! &'' &u!an batu 

l t !

b t

TABEL XII.3 KEBUTUHAN TENAGA KERJ

No.


Sat.

1

%

&





&u!an batu

'%

0.0600

0.040


'%

0.0060

0.004

Pe!era

'%

0.0360

0.0324

*andor

'%

0.001

0.0016

XII XII.1


J9:;a< XII.%

Pipa P! &'' &u!an batu

'%

0.0600

0.040


'%

0.0060

0.004

Pe!era

'%

0.0360

0.0324

*andor

'%

0.001

0.0016

J9:;a< XII.&

Pipa P! $ &u!an batu

'%

0.0600

0.040


'%

0.0060

0.004

Pe!era

'%

0.0360

0.0324

*andor

'%

0.001

0.0016

J9:;a< XII.

#ak &u!an batu

'%

2.7000

2.4300


'%

0.400

0.460

Pe!era

'%

1.000

1.6200

*andor

'%

0.1100

0.0<<0

J9:;a< XII.

#at
'%

2.7000

2.4300


'%

0.400

0.460

Pe!era

'%

1.000

1.6200

*andor

'%

0.1100

0.0<<0

J9:;a<

XII.+

Keran Pe!era

'%

0.0400

0.0360

*andor

'%

0.0400

0.0360

J9:;a< XII./

K;oset D9?9k &u!an batu

'%

1.1000

0.<<00


'%

0.0100

0.00<0

Pe!era

'%

3.3000

2.<700

*andor

'%

0.1600

0.1440

J9:;a< XII.0

Kit@
'%

1.1000

0.<<00


'%

0.0100

0.00<0

Pe!era

'%

3.3000

2.<700

*andor

'%

0.1600

0.1440

J9:;a< XII.2

Septi@tank Pe!era

'%

7.07

6.3700

&u!an batu

'%

3.000

2.7000


'%

0.00

0.7200

*andor

'%

0.00

0.400

J9:;a< XII.1,

Po:pa et P9:p Pe!era

'%

0.200

0.220

*andor

'%

0.120

0.112

J9:;a<

o;9:e

Sat

KeB9t9
+

/

0-+

13.000

m@

0.702

13.000

m@

0.070

13.000

m@

0.421

13.000

m@

0.021

1.%1 7.000

m@

0.37

7.000

m@

0.03

7.000

m@

0.227

7.000

m@

0.011

,.+ <.000

m@

0.46

<.000

m@

0.04<

<.000

m@

0.2<2

<.000

m@

0.01

,.01 2.000

b%

4.60

2.000

b%

0.<72

2.000

b%

3.240

2.000

b%

0.1<

2.%/, 2.000

b%

4.60

2.000

b%

0.<72

2.000

b%

3.240

2.000

b%

0.1<

2.%/,

6.000

b%

0.216

6.000

b%

0.216

,.&% 2.000

b%

1.<0

2.000

b%

0.01

2.000

b%

.<40

2.000

b%

0.2

0.%%+ 1.000

b%

0.<<0

1.000

b%

0.00<

1.000

b%

2.<70

1.000

b%

0.144

.11& 1.000

unit

6.370

1.000

unit

2.700

1.000

unit

0.720

1.000

unit

0.40

1,.%, 1.000

unit

0.22

1.000

unit

0.113

,.&&0

TABEL XII.4 ANALISIS PRODUKTIVITAS

No.

Uraian Pekerja

Sat

e*t*han $enaa erja 4

ara Sat*an Upah 5

Biaya Upah

&*rai ari

6=4x5

7

1 2 3 XII. PEE!"##N INS$#%#SI #I! &#N S#NI$#SI XII.1 Pipa P'( 1)) Tukang batu Oh Kepala tukang batu Oh Pekerja Oh an!"r Oh

0.702 0.070 0.421 0.021

Rp48,000 Rp52,000 Rp38,000 Rp60,000 "*+,ah

Rp33,696 Rp3,650 Rp16,006 Rp1,264 !p54-616

2

XII. 2 Pipa P'( 3)) Tukang batu Kepala tukang batu Pekerja an!"r

Oh Oh Oh Oh

0.378 0.038 0.227 0.011

Rp48,000 Rp52,000 Rp38,000 Rp60,000 "*+,ah

Rp18,144 Rp1,966 Rp8,618 Rp680 !p2-4/0

2

XII.3 Pipa P'( 4 Tukang batu Kepala tukang batu Pekerja an!"r

Oh Oh Oh Oh

0.486 0.049 0.292 0.015

Rp48,000 Rp52,000 Rp38,000 Rp60,000 "*+,ah

Rp23,328 Rp2,527 Rp11,081 Rp875 !p37-011

Tukang batu Kepala tukang batu Pekerja an!"r

Oh Oh Oh Oh

4.860 0.972 3.240 0.198

Rp48,000 Rp52,000 Rp38,000 Rp60,000 "*+,ah

Rp233,280 Rp50,544 Rp123,120 Rp11,880 !p410-024

2

XII. 5 Batht* Tukang batu Kepala tukang batu Pekerja an!"r

Oh Oh Oh Oh

4.860 0.972 3.240 0.198

Rp48,000 Rp52,000 Rp38,000 Rp60,000 "*+,ah

Rp233,280 Rp50,544 Rp123,120 Rp11,880 !p410-024

3

XII.6 eran Pekerja an!"r

Oh Oh

0.216 0.216

Rp38,000 Rp60,000 "*+,ah

Rp8,208 Rp12,960 !p21-160

1

XII.7 ,oet &*8*k Tukang batu Kepala tukang batu Pekerja an!"r

Oh Oh Oh Oh

1.980 0.018 5.940 0.288

Rp48,000 Rp52,000 Rp38,000 Rp60,000 "*+,ah

Rp95,040 Rp936 Rp225,720 Rp17,280 !p330-76

2

XII. 0 it9hen :ink tain,e 2 ,oan Tukang batu Kepala tukang batu Pekerja an!"r

Oh Oh Oh Oh

0.990 0.009 2.970 0.144

Rp48,000 Rp52,000 Rp38,000 Rp60,000 "*+,ah

Rp47,520 Rp468 Rp112,860 Rp8,640 !p16-400

1

2

XII.4 Bak

Tukang batu Kepala tukang batu Pekerja an!"r

Oh Oh Oh Oh

4.860 0.972 3.240 0.198

Rp48,000 Rp52,000 Rp38,000 Rp60,000 "*+,ah

Rp233,280 Rp50,544 Rp123,120 Rp11,880 !p410-024

2

XII. 5 Batht* Tukang batu Kepala tukang batu Pekerja an!"r

Oh Oh Oh Oh

4.860 0.972 3.240 0.198

Rp48,000 Rp52,000 Rp38,000 Rp60,000 "*+,ah

Rp233,280 Rp50,544 Rp123,120 Rp11,880 !p410-024

3

XII.6 eran Pekerja an!"r

Oh Oh

0.216 0.216

Rp38,000 Rp60,000 "*+,ah

Rp8,208 Rp12,960 !p21-160

1

XII.7 ,oet &*8*k Tukang batu Kepala tukang batu Pekerja an!"r

Oh Oh Oh Oh

1.980 0.018 5.940 0.288

Rp48,000 Rp52,000 Rp38,000 Rp60,000 "*+,ah

Rp95,040 Rp936 Rp225,720 Rp17,280 !p330-76

2

XII. 0 it9hen :ink tain,e 2 ,oan Tukang batu Kepala tukang batu Pekerja an!"r

Oh Oh Oh Oh

0.990 0.009 2.970 0.144

Rp48,000 Rp52,000 Rp38,000 Rp60,000 "*+,ah

Rp47,520 Rp468 Rp112,860 Rp8,640 !p16-400

1

XII. Septi9tank Pekerja Tukang batu Kepala tukang batu an!"r

Oh Oh Oh Oh

6.370 2.700 0.720 0.450

Rp38,000 Rp48,000 Rp52,000 Rp60,000 "*+,ah

Rp242,061 Rp129,600 Rp37,440 Rp27,000 !p436-1/1

XII.1/ Po+pa ;et P*+p Pekerja an!"r

Oh Oh

0.225 0.113

Rp38,000 Rp60,000 "*+,ah

Rp8,550 Rp6,750 !p15-3//

2

1

XII. Septi9tank Pekerja Tukang batu Kepala tukang batu an!"r

Oh Oh Oh Oh

6.370 2.700 0.720 0.450

Rp38,000 Rp48,000 Rp52,000 Rp60,000 "*+,ah

Rp242,061 Rp129,600 Rp37,440 Rp27,000 !p436-1/1

XII.1/ Po+pa ;et P*+p Pekerja an!"r

Oh Oh

0.225 0.113

Rp38,000 Rp60,000 "*+,ah

Rp8,550 Rp6,750 !p15-3//

KERJA

'o,*+e Pekerjaan

Sat

0



13

7

9

#$

#$

#$

e*t*han $enaa erja Per ari 1/ = 4  7

0.351 0.035 0.211 0.011

0.189 0.019 0.113 0.006

0.243 0.024 0.146 0.007

Pro8*kti
Sat

6.500

#$

3.500

#$

4.500

#$

12

2

1

KERJA

'o,*+e Pekerjaan

Sat

0



13

7

9

2

#$

#$

#$

bh

2

bh

6

bh

2

1

bh

bh

e*t*han $enaa erja Per ari 1/ = 4  7

0.351 0.035 0.211 0.011

0.189 0.019 0.113 0.006

0.243 0.024 0.146 0.007

2.430 0.486 1.620 0.099

1.620 0.324 1.080 0.066

0.216 0.216

0.990 0.009 2.970 0.144

0.990 0.009 2.970 0.144

Pro8*kti
Sat

6.500

#$

3.500

#$

4.500

#$

1.000

bh

0.667

bh

6.000

bh

1.000

bh

1.000

bh

12

2

bh

2

bh

6

bh

2

1

bh

bh

1

un%t

1.000

un%t

2.430 0.486 1.620 0.099

1.620 0.324 1.080 0.066

0.216 0.216

0.990 0.009 2.970 0.144

0.990 0.009 2.970 0.144

3.185 1.350 0.360 0.225

0.225 0.113

1.000

bh

0.667

bh

6.000

bh

1.000

bh

1.000

bh

0.500

un%t

1.000

un%t

1

1.000

3.185 1.350 0.360 0.225

un%t

0.225 0.113

un%t

0.500

un%t

1.000

un%t

TABEL XII.5 ANALISIS BA

No.


Sat.

Koeff.

o;9:e

1

%

&





bt

0.1667

13.00

bt

0.1667

7.00

bt

0.1667

<.00

b%

1.0000

2.00

XII XII.1

PEKERJAAN INSTALASI AIR DAN SANITASI Pipa P! 1'' Pipa PVC maspion abu diameter 1" (AW)

XII.%

Pipa P! &'' Pipa PVC maspion abu diameter 3" (AW)

XII.&

Pipa P! $ Pipa PVC maspion abu diameter 4" (AW)

XII.

#ak ,a! -iberlass

XII.

#at
TABEL XII.5 ANALISIS BA

No.


Sat.

Koeff.

o;9:e

1

%

&





bt

0.1667

13.00

bt

0.1667

7.00

bt

0.1667

<.00

b%

1.0000

2.00

b%

1.0000

2.00

b%

1.0000

6.00

b%

1.0000

2.00

b%

1.0000

1.00

alian tana%

*3

4.000

1.00

Pasir uru

*3

0.2142

1.00

XII XII.1


XII.%


XII.&


XII.


XII.

#at
,at%tube standard

XII.+

Keran ran stainless lo!al !ait

XII./

K;oset D9?9k loset dudu! /arna standard &'&' C 240 len!ap

XII.0

Kit@
XII.2

Septi@tank


*2

2.200

1.00


*2

1.0000

1.00


*3

0.3000

1.00


*1

.4000

1.00

Pipa 8P 1 192"

bt

1.2000

1.00


*3

3.370

1.00

Pas.iu!



.4000

1.00

,at%tube standard

XII.+

b%

1.0000

2.00

b%

1.0000

6.00

b%

1.0000

2.00

b%

1.0000

1.00

alian tana%

*3

4.000

1.00

Pasir uru

*3

0.2142

1.00


*2

2.200

1.00


*2

1.0000

1.00


*3

0.3000

1.00


*1

.4000

1.00

Pipa 8P 1 192"

bt

1.2000

1.00


*3

3.370

1.00

Pas.iu!



.4000

1.00


*3

1.000

1.00


*1

<.0000

1.00


*3

1.120

1.00

b%

1.0000

1.00


XII./


XII.0

Kit@
XII.2

XII.1,

Septi@tank

Po:pa et P9:p Pompa etpump 20 /att san=o

XII.1,


*3

1.000

1.00


*1

<.0000

1.00


*3

1.120

1.00

b%

1.0000

1.00


HAN DAN KEBUTUHAN BAHAN

Sat

KeB9t9
Sat

ara Sat*an Bahan

!#B Bahan


e*t*han Bahan>ari

Sat

+

/-

/

0

2

1/

11

12

m@

2.167

bt

Rp30,000

1.084

bt

0.583

bt

0.750

bt

0.667

b%

J9:;a< m@

1.167

bt

Rp153,000 J9:;a<

m@

1.00

bt

Rp235,000 J9:;a<

b%

2.000

b%

Rp95,000 J9:;a<

Rp65,013 !p65-/13 Rp178,536 !p170-536 Rp352,571 !p352-571 Rp190,000 !p1/-///

2

2

2

3

HAN DAN KEBUTUHAN BAHAN

Sat

KeB9t9
Sat


!#B Bahan



Sat

+

/-

/

0

2

1/

11

12

m@

2.167

bt

Rp30,000

1.084

bt

0.583

bt

0.750

bt

0.667

b%

0.667

b%

6.000

b%

1.000

b%

1.000

b%

J9:;a< m@

1.167

Rp153,000

bt

J9:;a< m@

1.00

Rp235,000

bt

J9:;a< b%

2.000

Rp95,000

b%

J9:;a<

b%

2.000

b%

Rp2,745,000 J9:;a<

b%

6.000

Rp22,000

b%

J9:;a< b%

2.000

b%

Rp2,050,000 J9:;a<

b%

1.000

b%

Rp425,000 J9:;a<

Rp65,013 !p65-/13 Rp178,536 !p170-536 Rp352,571 !p352-571 Rp190,000 !p1/-///

Rp5,490,000 !p5-4/-/// Rp132,000 !p132-/// Rp4,100,000 !p4-1//-/// Rp425,000 !p425-///

2

2

2

3

3

1

2

1

unit

4.00

*3

Rp36,900

Rp166,050

2.250

*3

unit

0.214

*3

Rp50,000

Rp10,710

0.107

*3

unit

2.20

*2

Rp57,085

Rp128,440

1.125

*2

unit

1.000

*2

Rp71,656

Rp1,074,840

7.500

*2

unit

0.300

*3

Rp8,591,413

Rp2,577,424

0.150

*3

unit

.400

*1

Rp40,000

Rp216,000

2.700

*1

unit

1.200

bt

Rp294,000

Rp352,800

0.600

bt

unit

3.37

*3

Rp36,900

Rp124,538

1.688

*3

unit

.400



Rp7,000

Rp37,800

2.700



2

b%

2.000

b%

Rp2,745,000 J9:;a<

b%

6.000

Rp22,000

b%

J9:;a< b%

2.000

b%

Rp2,050,000 J9:;a<

b%

1.000

Rp425,000

b%

J9:;a<

Rp5,490,000 !p5-4/-/// Rp132,000 !p132-/// Rp4,100,000 !p4-1//-/// Rp425,000 !p425-///

3

1

2

1

0.667

b%

6.000

b%

1.000

b%

1.000

b%

unit

4.00

*3

Rp36,900

Rp166,050

2.250

*3

unit

0.214

*3

Rp50,000

Rp10,710

0.107

*3

unit

2.20

*2

Rp57,085

Rp128,440

1.125

*2

unit

1.000

*2

Rp71,656

Rp1,074,840

7.500

*2

unit

0.300

*3

Rp8,591,413

Rp2,577,424

0.150

*3

unit

.400

*1

Rp40,000

Rp216,000

2.700

*1

unit

1.200

bt

Rp294,000

Rp352,800

0.600

bt

unit

3.37

*3

Rp36,900

Rp124,538

1.688

*3

unit

.400



Rp7,000

Rp37,800

2.700



unit

1.00

*3

Rp36,500

Rp38,325

0.525

*3

unit

<.000

*1

Rp58,750

Rp528,750

4.500

*1

unit

1.12

*3

Rp11,248

0.563

*3

Rp9,998 J9:;a<

b%

1.000

unit

Rp4,850,000 J9:;a<

2

!p5-266-24 Rp4,850,000 !p4-05/-///

1

1.000

unit

unit

1.00

*3

Rp36,500

Rp38,325

0.525

*3

unit

<.000

*1

Rp58,750

Rp528,750

4.500

*1

unit

1.12

*3

Rp9,998

Rp11,248

0.563

*3

J9:;a< b%

1.000

unit

!p5-266-24

Rp4,850,000 J9:;a<

Rp4,850,000 !p4-05/-///

Pro8*kti ari

Sat

1&

14

6.50

#$

3.50

#$

4.50

#$

0.67

bh

1

1.000

unit

Pro8*kti ari

Sat

1&

14

6.50

#$

3.50

#$

4.50

#$

0.67

bh

0.67

bh

6.00

bh

1.00

bh

1.00

bh

0.50

un%t

0.67

bh

6.00

bh

1.00

bh

1.00

bh

0.50

un%t

1.00

un%t

1.00

un%t

TABEL XII.6 REKAPITULASI

!E#PI$U%#SI UP# $EN#?# E!"# PEE!"##N INS$#%#SI #I! BE!SI &#N #I!

No. 1 2 3 4

"eni Pekerja Pekerja Tukang batu Kepala tukang batu an!"r

Sat

"*+,ah Pekerja

Sat

Oh Oh Oh Oh

23.141 16.956 2.848 1.653

Oh Oh Oh Oh

ara Sat*an Upah Rp38,000 Rp48,000 Rp52,000 Rp60,000

"*+,ah

!E#PI$U%#SI B##N PEE!"##N INS$#%#SI #I! BE!SI &#N #I! @$@

No. 1 2 3 4 5 6 7 8 9 10 11

"eni Bahan P%pa P&' #a(p%"n abu !%a#eter 1) *+P%pa P&' #a(p%"n abu !%a#eter 3) *+P%pa P&' #a(p%"n abu !%a#eter 4) *+ak /bergla(( athtube (tan!ar! Kran (ta%nle(( l"kal ka%t Kl"(et !u!uk arna (tan!ar! TOTO ' 240 lengkap K%then %nk (ta%nle(( 2 lubang al%an tanah Pa(%r urug anta% kerja t  10 #

Sat

"*+,ah Bahan

Sat

bt bt bt bh bh bh bh bh 3 3 2

2.167 1.167 1.500 2.000 2.000 6.000 2.000 1.000 4.500 0.214 2.250


ara Sat*an Bahan Rp30,000 Rp153,000 Rp235,000 Rp95,000 Rp2,745,000 Rp22,000 Rp2,050,000 Rp425,000 Rp36,900 Rp50,000 Rp57,085

TABEL XII.6 REKAPITULASI

!E#PI$U%#SI UP# $EN#?# E!"# PEE!"##N INS$#%#SI #I! BE!SI &#N #I!

No. 1 2 3 4

"eni Pekerja Pekerja Tukang batu Kepala tukang batu an!"r

Sat

"*+,ah Pekerja

Sat

Oh Oh Oh Oh

23.141 16.956 2.848 1.653

Oh Oh Oh Oh

ara Sat*an Upah Rp38,000 Rp48,000 Rp52,000 Rp60,000

"*+,ah

!E#PI$U%#SI B##N PEE!"##N INS$#%#SI #I! BE!SI &#N #I! @$@

1 2 3 4 5 6 7 8 9 10 11

P%pa P&' #a(p%"n abu !%a#eter 1) *+P%pa P&' #a(p%"n abu !%a#eter 3) *+P%pa P&' #a(p%"n abu !%a#eter 4) *+ak /bergla(( athtube (tan!ar! Kran (ta%nle(( l"kal ka%t Kl"(et !u!uk arna (tan!ar! TOTO ' 240 lengkap K%then %nk (ta%nle(( 2 lubang al%an tanah Pa(%r urug anta% kerja t  10 #


2.167 1.167 1.500 2.000 2.000 6.000 2.000 1.000 4.500 0.214 2.250


ara Sat*an Bahan Rp30,000 Rp153,000 Rp235,000 Rp95,000 Rp2,745,000 Rp22,000 Rp2,050,000 Rp425,000 Rp36,900 Rp50,000 Rp57,085

12 13 14 15 16 17 18 19 20 21

Pa(. ata 1 P'  2 P  ple(teran Plat bet"n penutup !an bal"k P%pa P&' 4) jen%( +  (a#bungan P%pa P 1 1:2) al%an tanah untuk re#be(an Pa(.%juk ;rugan ker%k%l 3,5 # P%pa P&' 4) berl"bang jen%( + ;rugan ke#bal% perataan tanah P"#pa etpu#p 250 att (an<"

2 3 1 btg 3 Kg 3 1 3 bh

15.000 0.300 5.400 1.200 3.375 5.400 1.050 9.000 1.125 1.000

2 3 1 btg 3 Kg 3 1 3 bh

Rp71,656 Rp8,591,413 Rp40,000 Rp294,000 Rp36,900 Rp7,000 Rp36,500 Rp58,750 Rp9,998 Rp4,850,000

No.

"eni Bahan

"*+,ah

Sat

"*+,ah Bahan

Sat

12 13 14 15 16 17 18 19 20 21

Pa(. ata 1 P'  2 P  ple(teran Plat bet"n penutup !an bal"k P%pa P&' 4) jen%( +  (a#bungan P%pa P 1 1:2) al%an tanah untuk re#be(an Pa(.%juk ;rugan ker%k%l 3,5 # P%pa P&' 4) berl"bang jen%( + ;rugan ke#bal% perataan tanah P"#pa etpu#p 250 att (an<"

2 3 1 btg 3 Kg 3 1 3 bh "*+,ah

@$@!

!#B Upah Rp879,344 Rp813,888 Rp148,075 Rp99,209 !p1-4/-516

!#B Bahan Rp65,013 Rp178,536 Rp352,571 Rp190,000 Rp5,490,000 Rp132,000 Rp4,100,000 Rp425,000 Rp166,050 Rp10,710 Rp128,440

Biaya Upah>ari

"*+,ah Pekerja>ari 2.571 1.884 0.316 0.184 "*+,ah

Rp97,705 Rp90,432 Rp16,453 Rp11,023 !p215-613

"*+,ah Bahan>ari 0.241 0.130 0.167 0.222 0.222 0.667 0.222 0.111 0.500 0.024 0.250

Biaya Bahan>ari Rp7,224 Rp19,837 Rp39,175 Rp21,111 Rp610,000 Rp14,667 Rp455,556 Rp47,222 Rp18,450 Rp1,190 Rp14,271

15.000 0.300 5.400 1.200 3.375 5.400 1.050 9.000 1.125 1.000

2 3 1 btg 3 Kg 3 1 3 bh

Rp71,656 Rp8,591,413 Rp40,000 Rp294,000 Rp36,900 Rp7,000 Rp36,500 Rp58,750 Rp9,998 Rp4,850,000

@$@!

Biaya Upah>ari

"*+,ah Pekerja>ari 2.571 1.884 0.316 0.184 "*+,ah

Rp97,705 Rp90,432 Rp16,453 Rp11,023 !p215-613

Rp65,013 Rp178,536 Rp352,571 Rp190,000 Rp5,490,000 Rp132,000 Rp4,100,000 Rp425,000 Rp166,050 Rp10,710 Rp128,440

"*+,ah Bahan>ari 0.241 0.130 0.167 0.222 0.222 0.667 0.222 0.111 0.500 0.024 0.250

Biaya Bahan>ari Rp7,224 Rp19,837 Rp39,175 Rp21,111 Rp610,000 Rp14,667 Rp455,556 Rp47,222 Rp18,450 Rp1,190 Rp14,271

Rp1,074,840 Rp2,577,424 Rp216,000 Rp352,800 Rp124,538 Rp37,800 Rp38,325 Rp528,750 Rp11,248 Rp4,850,000 !p21-/5/-/43

1.667 0.033 0.600 0.133 0.375 0.600 0.117 1.000 0.125 0.111 "*+,ah

Rp119,427 Rp286,380 Rp24,000 Rp39,200 Rp13,838 Rp4,200 Rp4,258 Rp58,750 Rp1,250 Rp538,889 !p2-330-04

!#B Upah Rp879,344 Rp813,888 Rp148,075 Rp99,209 !p1-4/-516

!#B Bahan

Rp1,074,840 Rp2,577,424 Rp216,000 Rp352,800 Rp124,538 Rp37,800 Rp38,325 Rp528,750 Rp11,248 Rp4,850,000 !p21-/5/-/43

1.667 0.033 0.600 0.133 0.375 0.600 0.117 1.000 0.125 0.111 "*+,ah

Rp119,427 Rp286,380 Rp24,000 Rp39,200 Rp13,838 Rp4,200 Rp4,258 Rp58,750 Rp1,250 Rp538,889 !p2-330-04

RAB BAHAN PEKERJAAN INSTALASI AIR DAN SANITASI

N"

URAIAN PEKERJAAN


"L

SAT

&



(AR*A SAT #A(AN 

JUML #ia>a #a
.1

Pipa PVC 1@@

47

m@

>p;001

>p23;047.00

.2

Pipa PVC 3@@

47

m@

>p2;0

>p1;1<;73<.70

.3

Pipa PVC 4"

60

m@

>p3<;17

>p2;30;470.00

.4

,a!

3

b%

>p<;000

>p2;000.00

.

,at%tub

2

b%

>p2;74;000

>p;4<0;000.00

.6

eran

6

b%

>p22;000

>p132;000.00

.7

loset udu!

4

b%

>p2;00;000

>p;200;000.00

.


1

b%

>p42;000

>p42;000.00

.<

eptitan!

1

unit

>p;266;<24

>p;266;<24.22

.10

Pompa Bet Pump

1

unit

>p4;0;000

>p4;0;000.00

J9:;a<

Rp%03&&3101


N"

URAIAN PEKERJAAN

"L

SAT

1

%

&



(AR*A SAT

JUML

UPA(

#ia>a Upa< #i? Pri@e



+

L. PEKERJAAN PEN*E!ATAN .1

Pipa PVC 1@@

47

m@

>p4;66

>p21<;3<6.00

.2

Pipa PVC 3@@

47

m@

>p4;66

>p21<;3<6.00

.3

Pipa PVC 4"

60

m@

>p4;66

>p20;00.00

.4

,a!

3

b%

>p232;60

>p6<;040.00

.

,at%tub

2

b%

>p232;60

>p46;360.00

.6

eran

6

b%

>p3;<20

>p23;20.00

.7

loset udu!

4

b%

>p1;320

>p73;20.00

RAB BAHAN PEKERJAAN INSTALASI AIR DAN SANITASI

N"

URAIAN PEKERJAAN


"L

SAT

&



.1

Pipa PVC 1@@

47

m@

.2

Pipa PVC 3@@

47

m@

.3

Pipa PVC 4"

60

m@

.4

,a!

3

.

,at%tub

.6 .7

(AR*A SAT #A(AN 

JUML #ia>a #a
>p;001

>p23;047.00

>p2;0

>p1;1<;73<.70

>p3<;17

>p2;30;470.00

b%

>p<;000

>p2;000.00

2

b%

>p2;74;000

>p;4<0;000.00

eran

6

b%

>p22;000

>p132;000.00

loset udu!

4

b%

>p2;00;000

>p;200;000.00

.


1

b%

>p42;000

>p42;000.00

.<

eptitan!

1

unit

>p;266;<24

>p;266;<24.22

.10

Pompa Bet Pump

1

unit

>p4;0;000

>p4;0;000.00

J9:;a<

Rp%03&&3101


N"

URAIAN PEKERJAAN

"L

SAT

1

%

&



(AR*A SAT

JUML

UPA(

#ia>a Upa< #i? Pri@e



+

L. PEKERJAAN PEN*E!ATAN .1

Pipa PVC 1@@

47

m@

>p4;66

>p21<;3<6.00

.2

Pipa PVC 3@@

47

m@

>p4;66

>p21<;3<6.00

.3

Pipa PVC 4"

60

m@

>p4;66

>p20;00.00

.4

,a!

3

b%

>p232;60

>p6<;040.00

.

,at%tub

2

b%

>p232;60

>p46;360.00

.6

eran

6

b%

>p3;<20

>p23;20.00

.7

loset udu!

4

b%

>p1;320

>p73;20.00

.


1

b%

>p1;320

>p1;320.00

.<

eptitan!

1

unit

>p44;7

>p44;7.03

.10

Pompa Bet Pump

1

unit

>p17;000

>p17;000.00

J9:;a<

Rp&3&0322

!E#PI$U%#SI UP# $EN#?# E!"# PEE!"##N INS$#%#SI #I! BE!SI &#N No.

"eni Pekerja

Sat

,ah Peke

Sat

1

Pekerja

Oh

34.751

Oh

Rp38,000

2

Tukang batu

Oh

28.116

Oh

Rp48,000

3

Kepala tukang batu

Oh

4.027

Oh

Rp52,000

4

an!"r

Oh

2.243

Oh

Rp60,000

ara Sat*an Upah

"*+,ah !E#PI$U%#SI B##N PEE!"##N INS$#%#SI #I! BE!SI &#N #I! @$ No.

"eni Bahan

Sat

,ah Bah

Sat


1

P%pa P&' #a(p%"n abu !%a#eter 1) *+-

bt

7.835

bt

Rp30,000

2


bt

7.835

bt

Rp153,000

3


bt

10.002

bt

Rp235,000

4

ak /bergla((

bh

3.000

bh

Rp95,000

5

athtube (tan!ar!

bh

2.000

bh

Rp2,745,000

6

Kran (ta%nle(( l"kal ka%t

bh

6.000

bh

Rp22,000

7

Kl"(et !u!uk arna (tan!ar! TOTO ' 240 lengkap

bh

4.000

bh

Rp2,050,000

8

K%then %nk (ta%nle(( 2 lubang

bh

1.000

bh

Rp425,000

9

al%an tanah

3

4.500

3

Rp36,900

10

Pa(%r urug

3

0.214

3

Rp50,000

11

anta% kerja t  10 #

2

2.250

2

Rp57,085

12

Pa(. ata 1 P'  2 P  ple(teran

2

15.000

2

Rp71,656

13

Plat bet"n penutup !an bal"k

3

0.300

3

Rp8,591,413

.


1

.<

eptitan!

1

Pompa Bet Pump

1

.10

b%

>p1;320

>p1;320.00

unit

>p44;7

>p44;7.03

unit

>p17;000

>p17;000.00

J9:;a<

Rp&3&0322

!E#PI$U%#SI UP# $EN#?# E!"# PEE!"##N INS$#%#SI #I! BE!SI &#N No.

"eni Pekerja

Sat

,ah Peke

Sat

1

Pekerja

Oh

34.751

Oh

Rp38,000

2

Tukang batu

Oh

28.116

Oh

Rp48,000

3

Kepala tukang batu

Oh

4.027

Oh

Rp52,000

4

an!"r

Oh

2.243

Oh

Rp60,000

ara Sat*an Upah

"*+,ah !E#PI$U%#SI B##N PEE!"##N INS$#%#SI #I! BE!SI &#N #I! @$ No.

"eni Bahan

Sat

,ah Bah

Sat


1


bt

7.835

bt

Rp30,000

2


bt

7.835

bt

Rp153,000

3


bt

10.002

bt

Rp235,000

4

ak /bergla((

bh

3.000

bh

Rp95,000

5

athtube (tan!ar!

bh

2.000

bh

Rp2,745,000

6

Kran (ta%nle(( l"kal ka%t

bh

6.000

bh

Rp22,000

7

Kl"(et !u!uk arna (tan!ar! TOTO ' 240 lengkap

bh

4.000

bh

Rp2,050,000

8

K%then %nk (ta%nle(( 2 lubang

bh

1.000

bh

Rp425,000

9

al%an tanah

3

4.500

3

Rp36,900

10

Pa(%r urug

3

0.214

3

Rp50,000

11

anta% kerja t  10 #

2

2.250

2

Rp57,085

12

Pa(. ata 1 P'  2 P  ple(teran

2

15.000

2

Rp71,656

13

Plat bet"n penutup !an bal"k

3

0.300

3

Rp8,591,413

14

P%pa P&' 4) jen%( +  (a#bungan

1

5.400

1

Rp40,000

15

P%pa P 1 1:2)

btg

1.200

btg

Rp294,000

16 17 18 19 20 21

al%an tanah untuk re#be(an Pa(.%juk ;rugan ker%k%l 3,5 # P%pa P&' 4) berl"bang jen%( + ;rugan ke#bal% perataan tanah P"#pa etpu#p 250 att (an<"

3 Kg 3 1 3 bh

3.375 5.400 1.050 9.000 1.125 1.000

3 Kg 3 1 3 bh

Rp36,900 Rp7,000 Rp36,500 Rp58,750 Rp9,998 Rp4,850,000 "*+,ah

14

P%pa P&' 4) jen%( +  (a#bungan

1

5.400

1

Rp40,000

15

P%pa P 1 1:2)

btg

1.200

btg

Rp294,000

16 17 18 19 20 21

al%an tanah untuk re#be(an Pa(.%juk ;rugan ker%k%l 3,5 # P%pa P&' 4) berl"bang jen%( + ;rugan ke#bal% perataan tanah P"#pa etpu#p 250 att (an<"

3 Kg 3 1 3 bh

3.375 5.400 1.050 9.000 1.125 1.000

3 Kg 3 1 3 bh

Rp36,900 Rp7,000 Rp36,500 Rp58,750 Rp9,998 Rp4,850,000 "*+,ah

( (AR*A #ia>a #ap23;047.00 >p1;1<;73<.70 >p2;30;470.00 >p2;000.00 >p;4<0;000.00 >p132;000.00 >p;200;000.00 >p42;000.00 >p;266;<24.22 >p4;0;000.00

Rp%03&&3101

( (AR*A #ia>a Upa< Pe;aksanaan / >p1<7;46.40 >p1<7;46.40 >p22;072.00 >p62;236.00 >p41;24.00 >p21;16.00 >p677;<2.00

( (AR*A #ia>a #ap23;047.00 >p1;1<;73<.70 >p2;30;470.00 >p2;000.00 >p;4<0;000.00 >p132;000.00 >p;200;000.00 >p42;000.00 >p;266;<24.22 >p4;0;000.00

Rp%03&&3101

( (AR*A #ia>a Upa< Pe;aksanaan / >p1<7;46.40 >p1<7;46.40 >p22;072.00 >p62;236.00 >p41;24.00 >p21;16.00 >p677;<2.00

>p16<;4.00 >p436;101.33 >p1;300.00 Rp&3,13, I! @$@! !#B Upah

Pekerja> ari

Biaya Upah>ari

Rp1,320,524

4.964

Rp188,646

Rp1,349,568

4.017

Rp192,795

Rp209,383

0.575

Rp29,912

Rp134,579

0.320

Rp19,226

!p3-/14-/54

"*+,ah

!p43/-57

!#B Bahan

Bahan> ari

Biaya Bahan>ari

Rp235,047

1.119

Rp33,578

Rp1,198,740

1.119

Rp171,249

Rp2,350,470

1.429

Rp335,781

@!

Rp285,000

0.429

Rp40,714

Rp5,490,000

0.286

Rp784,286

Rp132,000

0.857

Rp18,857

Rp8,200,000

0.571

Rp1,171,429

Rp425,000

0.143

Rp60,714

Rp166,050

0.643

Rp23,721

Rp10,710

0.031

Rp1,530

Rp128,440

0.321

Rp18,349

Rp1,074,840

2.143

Rp153,549

Rp2,577,424

0.043

Rp368,203

>p16<;4.00 >p436;101.33 >p1;300.00 Rp&3,13, I! @$@! !#B Upah

Pekerja> ari

Biaya Upah>ari

Rp1,320,524

4.964

Rp188,646

Rp1,349,568

4.017

Rp192,795

Rp209,383

0.575

Rp29,912

Rp134,579

0.320

Rp19,226

!p3-/14-/54

"*+,ah

!p43/-57

!#B Bahan

Bahan> ari

Biaya Bahan>ari

Rp235,047

1.119

Rp33,578

Rp1,198,740

1.119

Rp171,249

Rp2,350,470

1.429

Rp335,781

Rp285,000

0.429

Rp40,714

Rp5,490,000

0.286

Rp784,286

@!

Rp132,000

0.857

Rp18,857

Rp8,200,000

0.571

Rp1,171,429

Rp425,000

0.143

Rp60,714

Rp166,050

0.643

Rp23,721

Rp10,710

0.031

Rp1,530

Rp128,440

0.321

Rp18,349

Rp1,074,840

2.143

Rp153,549

Rp2,577,424

0.043

Rp368,203

Rp216,000

0.771

Rp30,857

Rp352,800

0.171

Rp50,400

Rp124,538 Rp37,800 Rp38,325 Rp528,750 Rp11,248 Rp4,850,000

0.482 0.771 0.150 1.286 0.161 0.143

Rp17,791 Rp5,400 Rp5,475 Rp75,536 Rp1,607 Rp692,857

!p20-433-101

"*+,ah

!p4-/61-003

Rp216,000

0.771

Rp30,857

Rp352,800

0.171

Rp50,400

Rp124,538 Rp37,800 Rp38,325 Rp528,750 Rp11,248 Rp4,850,000

0.482 0.771 0.150 1.286 0.161 0.143

Rp17,791 Rp5,400 Rp5,475 Rp75,536 Rp1,607 Rp692,857

!p20-433-101

"*+,ah

!p4-/61-003

KEBUTUHAN TENAGA KERJA

No.


Sat.

1

%

&





&u!an batu

'%

0.0600

0.040


'%

0.0060

0.004

Pe!era

'%

0.0360

0.0324

*andor

'%

0.001

0.0016

&u!an batu

'%

0.0600

0.040


'%

0.0060

0.004

Pe!era

'%

0.0360

0.0324

*andor

'%

0.001

0.0016

'%

0.0600

0.040

XII XII.1


J9:;a< XII.%

Pipa P! &''

J9:;a< XII.&

Pipa P! $ &u!an batu

KEBUTUHAN TENAGA KERJA

No.


Sat.

1

%

&





&u!an batu

'%

0.0600

0.040


'%

0.0060

0.004

Pe!era

'%

0.0360

0.0324

*andor

'%

0.001

0.0016

&u!an batu

'%

0.0600

0.040


'%

0.0060

0.004

Pe!era

'%

0.0360

0.0324

*andor

'%

0.001

0.0016

&u!an batu

'%

0.0600

0.040


'%

0.0060

0.004

Pe!era

'%

0.0360

0.0324

*andor

'%

0.001

0.0016

&u!an batu

'%

2.7000

2.4300


'%

0.400

0.460

Pe!era

'%

1.000

1.6200

*andor

'%

0.1100

0.0<<0

&u!an batu

'%

2.7000

2.4300


'%

0.400

0.460

Pe!era

'%

1.000

1.6200

*andor

'%

0.1100

0.0<<0

Pe!era

'%

0.0400

0.0360

*andor

'%

0.0400

0.0360

&u!an batu

'%

1.1000

0.<<00


'%

0.0100

0.00<0

Pe!era

'%

3.3000

2.<700

XII XII.1


J9:;a< XII.%

Pipa P! &''

J9:;a< XII.&

Pipa P! $

J9:;a< XII.

#ak

J9:;a< XII.

#at
J9:;a< XII.+

Keran

J9:;a< XII./

K;oset D9?9k

*andor

'%

0.1600

0.1440

&u!an batu

'%

1.1000

0.<<00


'%

0.0100

0.00<0

Pe!era

'%

3.3000

2.<700

*andor

'%

0.1600

0.1440

Pe!era

'%

7.07

6.3700

&u!an batu

'%

3.000

2.7000


'%

0.00

0.7200

*andor

'%

0.00

0.400

Pe!era

'%

0.200

0.220

*andor

'%

0.120

0.112

J9:;a< XII.0

Kit@
J9:;a< XII.2

Septi@tank

J9:;a< XII.1,

Po:pa et P9:p

J9:;a<

No.


Sat.

Koeff.

o;9:e

1

%

&





bt

0.1667

47.00

bt

0.1667

47.00

bt

0.1667

60.00

b%

1.0000

3.00

b%

1.0000

2.00

b%

1.0000

6.00

b%

1.0000

4.00

XII XII.1


XII.%


XII.&


XII.


XII.

#at
XII.+


XII./


XII.0

Kit@
XII.2

XII.1,

b%

1.0000

1.00

alian tana%

*3

4.000

1.00

Pasir uru

*3

0.2142

1.00


*2

2.200

1.00


*2

1.0000

1.00


*3

0.3000

1.00


*1

.4000

1.00

Pipa 8P 1 192"

bt

1.2000

1.00


*3

3.370

1.00

Pas.iu!



.4000

1.00


*3

1.000

1.00


*1

<.0000

1.00


*3

1.120

1.00

b%

1.0000

1.00

Septi@tank


o;9:e +

Sat /

KeB9t9
No.

Uraian Pekerja

Sat

1

2

3

XII. PEE!"##N INS$#%#SI #I! &#N S#NI$#SI XII.1 Pipa P'( 1)) Tukang batu

Oh

47.000

m@

2.3

Kepala tukang batu

Oh

47.000

m@

0.24

Pekerja

Oh

47.000

m@

1.23

an!"r

Oh

47.000

m@

0.076

.&21

XII. 2 Pipa P'( 3)) Tukang batu

Oh

47.000

m@

2.3

Kepala tukang batu

Oh

47.000

m@

0.24

Pekerja

Oh

47.000

m@

1.23

an!"r

Oh

47.000

m@

0.076

.&21

XII.3 Pipa P'( 4 Tukang batu

Oh

60.000

m@

3.240

Kepala tukang batu

Oh

60.000

m@

0.324

Pekerja

Oh

60.000

m@

1.<44

an!"r

Oh

60.000

m@

0.0<7

.+,

XII.4 Bak Tukang batu

Oh

3.000

b%

7.2<0

Kepala tukang batu

Oh

3.000

b%

1.4

Pekerja

Oh

3.000

b%

4.60

an!"r

Oh

3.000

b%

0.2<7

1&.2,

XII. 5 Batht* Tukang batu

Oh

2.000

b%

4.60

Kepala tukang batu

Oh

2.000

b%

0.<72

Pekerja

Oh

2.000

b%

3.240

an!"r

Oh

2.000

b%

0.1<

Pekerja

Oh

an!"r

Oh

2.%/, 6.000

b%

0.216

6.000

b%

0.216

,.&%

XII.6 eran

XII.7 ,oet &*8*k Tukang batu

Oh

4.000

b%

3.<60

Kepala tukang batu

Oh

4.000

b%

0.036

Pekerja

Oh

4.000

b%

11.0

an!"r

Oh

4.000

b%

0.76

1+.%

XII. 0 it9hen :ink tain,e 2 ,oan Tukang batu

Oh

1.000

b%

0.<<0

Kepala tukang batu

Oh

1.000

b%

0.00<

Pekerja

Oh

1.000

b%

2.<70

an!"r

Oh

1.000

b%

0.144

.11&

XII. Septi9tank Pekerja

Oh

1.000

unit

6.370

Tukang batu

Oh

1.000

unit

2.700

Kepala tukang batu

Oh

1.000

unit

0.720

an!"r

Oh

1.000

unit

0.40

1,.%, 1.000

unit

0.22

1.000

unit

0.113

XII.1/ Po+pa ;et P*+p Pekerja

Oh

an!"r

Oh

,.&&0 ANALISIS BAHAN DAN KEBUTUHAN BAHAN

Sat

B9t9
Sat


!#B Bahan


+

/-

/

0

2

1/

m@

7.3

bt

Rp30,000

!p235-/47

J9:;a< m@

7.3

Rp153,000

bt

10.002

Rp235,000

bt

3.000

Rp95,000

b%

2.000

b%

Rp2,745,000

6.000

Rp22,000

b%

J9:;a< b%

4.000

b%

Rp5,490,000

!p5-4/-///

J9:;a< b%

Rp285,000

!p205-///

J9:;a< b%

Rp2,350,470

!p2-35/-47/

J9:;a< b%

Rp1,198,740

!p1-10-74/

J9:;a< m@

Rp235,047

Rp2,050,000

Rp132,000

!p132-/// Rp8,200,000

2

2

2

3

3

1

!p0-2//-///

J9:;a< b%

1.000

Rp425,000

b%

Rp425,000

!p425-///

J9:;a< unit

4.00

*3

Rp36,900

Rp166,050

unit

0.214

*3

Rp50,000

Rp10,710

unit

2.20

*2

Rp57,085

Rp128,440

unit

1.000

*2

Rp71,656

Rp1,074,840

unit

0.300

*3

Rp8,591,413

Rp2,577,424

unit

.400

*1

Rp40,000

Rp216,000

unit

1.200

bt

Rp294,000

Rp352,800

unit

3.37

*3

Rp36,900

Rp124,538

unit

.400



Rp7,000

Rp37,800

unit

1.00

*3

Rp36,500

Rp38,325

unit

<.000

*1

Rp58,750

Rp528,750

unit

1.12

*3

Rp9,998 J9:;a<

b%

1.000

unit

Rp4,850,000 J9:;a<

1

2

Rp11,248

!p5-266-24 Rp4,850,000

!p4-05/-///

1

ANALISIS PRODUKTIVITAS KERJA

e*t*han $enaa erja 4

ara Sat*an Upah 5

Biaya Upah


'o,*+e Pekerjaan

Sat

6=4x5

7

0



2

47

#$

2

47

#$

2

60

#$

2

3

bh

3

2

bh

1

6

bh

2

4.000

bh

2.538

Rp48,000

Rp121,824

0.254

Rp52,000

Rp13,198

1.523

Rp38,000

Rp57,866

0.076

Rp60,000

Rp4,568

"*+,ah

!p17-456

2.538

Rp48,000

Rp121,824

0.254

Rp52,000

Rp13,198

1.523

Rp38,000

Rp57,866

0.076

Rp60,000

Rp4,568

"*+,ah

!p17-456

3.240

Rp48,000

Rp155,520

0.324

Rp52,000

Rp16,848

1.944

Rp38,000

Rp73,872

0.097

Rp60,000

Rp5,832

"*+,ah

!p252-/72

7.290

Rp48,000

Rp349,920

1.458

Rp52,000

Rp75,816

4.860

Rp38,000

Rp184,680

0.297

Rp60,000

Rp17,820

"*+,ah

!p620-236

4.860

Rp48,000

Rp233,280

0.972

Rp52,000

Rp50,544

3.240

Rp38,000

Rp123,120

0.198

Rp60,000

Rp11,880

"*+,ah

!p410-024

0.216

Rp38,000

Rp8,208

0.216

Rp60,000

Rp12,960

"*+,ah

!p21-160

3.960

Rp48,000

Rp190,080

0.036

Rp52,000

Rp1,872

11.880

Rp38,000

Rp451,440

0.576

Rp60,000

Rp34,560

"*+,ah

!p677-52

0.990

Rp48,000

Rp47,520

0.009

Rp52,000

Rp468

2.970

Rp38,000

Rp112,860

0.144

Rp60,000

Rp8,640

"*+,ah Rp38,000

Rp242,061

2.700

Rp48,000

Rp129,600

0.720

Rp52,000

Rp37,440

0.450

Rp60,000

Rp27,000

bh

2

1.000

un%t

1

1.000

un%t

!p436-1/1

0.225

Rp38,000

Rp8,550

0.113

Rp60,000

Rp6,750

"*+,ah

1

!p16-400

6.370

"*+,ah

1

!p15-3//


Sat

Pro8*ktiari

Sat

11

12

1&

14

3.917

bt

23.50

#$

3.917

bt

23.50

#$

5.001

bt

30.00

#$

1.000

b%

1.00

bh

0.667

b%

0.67

bh

6.000

b%

6.00

bh

2.000

b%

2.00

bh

1.000

b%

2.250

*3

0.107

*3

1.125

*2

7.500

*2

0.150

*3

2.700

*1

0.600

bt

1.688

*3

2.700



0.525

*3

4.500

*1

0.563

*3

1.000

unit

1.00

bh

0.50

un%t

1.00

un%t

e*t*han $enaa erja Pro8*kti
1.269 0.127 0.761

23.500

#$

23.500

#$

30.000

#$

1.500

bh

0.667

bh

6.000

bh

2.000

bh

0.038

1.269 0.127 0.761 0.038

1.620 0.162 0.972 0.049

3.645 0.729 2.430 0.149

1.620 0.324 1.080 0.066

0.216 0.216

1.980 0.018 5.940 0.288

0.990 0.009 2.970

1.000

bh

0.500

un%t

1.000

un%t

0.144

3.185 1.350 0.360 0.225

0.225 0.113

Analisis Kebutuhan Pekerjaan Instalasi Air Bersih Dan Air Kotor

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