rumah dinas perusahaan tipe 120 joho

7/24/2019 Rumah Dinas Perusahaan Tipe 120 JoHo

1/116

PERHITUNGAN VOLUME PEKERJAAN / TAKE OFF SHEET

No Uraian Panjang Lebar Tinggi Luas Vou!e Harga Satuan Harga "o"a

U"a!a #$%&' #(%'' )%'' #*)%)'

I PEKERJAAN PERSIAPAN

Permohonan IMB Ls

Pembersihan lokasi 13.70 12.00 164.40 164.40 m2

l!et "an Bo#$lank 132.%0 m

&ir 'er(a "an sumur $i$a Ls

Listrik ker(a "an $emasangan listrik baru 2200 # Ls

I PEKERJAAN TANAH +AN PASIR

1 )alian Pon"asi tama

*+2,13-7/+2,12

0.7 1.40 0.70 0.7 3.% 26.%%

0.7 *+2,4/+2,3-

1.00 0.70 0.7 10.0 7.

*+2,3/+2,3

12.00 0.70 0.7 .40 6.30

*+2,2-7/+2,2-7

11.00 0.70 0.7 7.70 .7

*+2,6-/+3,2-

20.0 0.70 0.7 14.3 10.76

*+2,3-/3/1-

11.0 0.70 0.7 .0 6.04

*+2,2/+2,3/1-

11.0 0.70 0.7 .0 6.04

To"a Gaian Pon,asi *-%&&

2 rugan tanah

tama 0.2 17.44

13.70 12.00 0.2 41.10

.%.)

4 rugan Pasir

tama 132.%0 0.70 0.0 4.6

eras 11.0 0.70 0.0 0.40

Ba#ah lantai 13.70 12.00 0.0 .22

#$%(&

P'5&& P&S&)& & PLS&

Pas. Batu 'osong &nstam$eng

tama 132.%0 0.70 0.20 1.61

#%*#

6

tama 132.%0 0.0 0.60 2%.%0

0.2

0.6

0.

(-%-'

m3

m3

m3

m3

m3

m3

m3

!$

m3

m3

!$

m3

m3

m3

!$

m3

!$

Pasangan Batu 'ali + 1 8 4 m3

m3

!$


2/116


1

2.0 7.00 2.00 7.00 m2

7.00 4.00 2.00 m2

4.0

7.0

2

2.0 6.0 2.00 6.0 m2

6.0 4.00 26.00 m2

4.0

6.

3

2. %.00 2.0 22.0 m2

%.00 .00 %0.00 m2

.0

%.0

4 4.00 4.00 32.00 m2

4

4

3.0 4.00 6.00 m2

4

3.

6

4 3.00 4.00 60.00 m2

3

7

4 2.7 4.00 22.00 m2

2.7

4 2.0 4.00 30.00 m2

2.

$'%'' !(

Pasangan ba"u ba"a #/( ba"a 0 # 1 * 2 M(

4-0

3-7

-2


3/116


Pin"u ,an Jen,ea

P1

1 0.4 1.40 2.40 3.36 m2

1 bh 2

1.4

P2

2 0.4 0.0 2.30 12. m2

7 bh 1.%

0.

3 Pintu 'amar Man"i P3

0.70 1.%0 2.66 m2

2 bh 1.%

0.7

51

0.4 0.60 2.1 2. m2

2 bh 1.7

0.6

52

0.4 1.40 1.6 6.%3 m2

3 bh 1.2

0.7 0.7

53

0.4 1.0 2.1 11.61 m2

3 bh 1.7

0.6 0.6 0.6

40.02 m2

Kebu"u3an 4a"u ba"a $$-%- !(

Plesteran "an a9ian tebal 1- 9m 1 8 total + 2 sisi 62.1

Plesteran "an a9ian kolom "an balok eks$os 143.4 m2

S$onengan kolom "an balok eks$os 7.4 m

S$onengan tembok- kusen "an tali air 366.4 m

Pasangan batu lem$eng tak beraturan 30.32 m2

Pasangan batu 9an"i segi em$at 14.70 m2

Pasangan batu $alimanan 1.1% m2

Pasangan $on"asi rolak m

m2


4/116


II

1 :or Sloo; 132.%0 0.1 0.20 1%.%4 3.%%

0.1

0.2

2 :or ing Balk-Balok Latei-Balok ata$


5/116


IV PEKERJAAN KUSEN PINTU +AN 6EN+ELA

+i!ensi

1 Pintu P1 * 1 bh 0.06 0.12 3 btg 2.2 0.0 10.08 m

2 btg 1.2 0.02 4.32 m

Pintu P2 * 7 bh 0.06 0.12 2 btg 2.42 0.24 9.68 m

2 btg 0.%2 0.0% 3.92 m

Pintu P3 * 2 bh 0.06 0.12 2 btg 2.02 0.06

2 btg 0. 0.01

5en"ela 51 * 2 bh 0.06 0.12 2 btg 2.33 0.07 10.98 m

3 btg 0.7 0.03 9.96 m

5en"ela 52 * 3 bh 0.06 0.12 3 btg 1.3 0.12 7.08 m

3 btg 1. 0.10 7.02 m

5en"ela 53 * 3 bh 0.06 0.12 4 btg 2.33 0.20

3 btg 1.% 0.13

'%' 63.04 m 15.76

2 aun $intu P1 * 1 bh 1.40 2.00 2.0

P2* 7 bh 0.0 1.%0 10.64

P3* 2 bh 0.70 1.%0 2.663 5en"ela ka9a 51 * 2 bh 0.60 1.7 2.10

52 * 3 bh 0.70 1.2 .2

53 * 3 bh 0.60 1.7 %.4

$(%-'

4 5alusi P1 * 1 bh 0.70 0.40 0.6

P2 * 7 bh 0.0 0.40 2.24

51 * 2 bh 0.60 0.40 0.4

52 * 3 bh 0.70 0.40 1.6

53 * 3 bh 0.60 0.40 0.72

.%*

'usen aluminium 4> %.00 %.00 maun $intu aluminium 2.00 bh

aun $intu P1 'a?u (ati 70


6/116


VI PEK% LANTAI U4IN5 LANTAI : +IN+ING

1 Lantai ker(a ba#ah lantai .40 m3

2 'eramik Lantai 60 12.00 m

Instalasi air bersih $i$a PP "ia 3 23.00 m

Instalasi air kotor $i$a P: klas &C "ia 4> 23.00 mInstalasi air kotor $i$a P: "ia 2> .00 m

Instalasi air 'otor $i$a P: "ia 3 .00 m

'ran &ir kit9hen 3 1.00 bh

)ate alDe "ia 1> 1.00 bh

Casta;el "an a9sesoris 3.00 bh

@loor "rain stainless steel 1.00 unit

Se$titank- $eresa$an "an $i$a Dent 1.00 unit

sumur resa$an 1.00 unit

bak kontrol 2.00 bh

@ 3- kg +;ire eng 1.00 unit

'a9a ukuran 60 A %6 9m 1.00 unit

tem$at sabun 2.00 unit

tissue hol"er 1.00 unit

(et #asher 1.00 unit

)antungan ba(u 2.00 unit

kran air 9ar$ort 3 1.00 bh

kran bak man"i 3 3.00 bh

kran kloset 3 2.00 bh

kran taman 3 1.00 bh

Materail bantu 1.00 lot

testing "an 9omissioning 1.00 lot

Lemari "a$ur ba#ah kit9hen Eink 1-A0-7A0- 1.00 unit

Lemari ba#ah me(a "a$ur 1-3 A 0-6 A 0- 1.00 unit

VII PEK% PENGE6ATAN

1 Penge9atan embok- tinggi tembok 4 m

Aterior

41.70 4.00 166.0$agar 6.40 2.0 171.00

337.0 m2

Interior

100.20 4.00 400.0

'usen

Pintu P1* 1 bh 1.40 2.40 3.36

P2 * 7 bh 0.0 2.30 12.

P3 * 2 bh 0.70 1.%0 3.%%

5en"ela 51 * 2 bh 0.60 2.1 2.

52 * 3 bh 1.40 1.6 6.%3

53 * 3 bh 1.0 2.1 11.6141.3

Aterior 313.32 m2

Interior To"a 3%.4

2 Penge9atan ka?u

'usen

P1 * 1 bh 0.06 0.12 2.40 0.6 0.6 m2

1.73 1.73 m2

1.40 0.34 0.34 m2

0.67 0.67 m2

P2 * 7 bh 0.06 0.12 2.30 3.6 3.6 m2

7.73 7.73 m2

0.0 1.34 1.34 m2

2.6% 2.6% m2

P3 * 2 bh 0.06 0.12 1.%0 0.%1 0.%1 m2

1.2 1.2 m2

0.70 0.34 0.34 m2

0.67 0.67 m2

51 * 2 bh 0.06 0.12 2.1 1.03 1.03 m2

2.06 2.06 m2

0.60 0.43 0.43 m2

0.6 0.6 m2

52 * 3 bh 0.06 0.12 1.6 1.7 1.7 m2

3.6 3.6 m2

1.40 1.01 1.01 m2

2.02 2.02 m2

53 * 3 bh 0.06 0.12 2.1 2.32 2.32 m2

4.64 4.64 m2 1.0 2.% 2.% m2

.1 .1 m2

0.47

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2


7/116


III Pe7erjaan Pagar ,an Haa!an

)alian anah Pon"asi 26.%%

rugan anah 'embali 6.7

La$isan Pasir Ba#ah Pon"asi 0.%4

La$isan $asir ba#ah lantai 9ar$ort 0.%1

La$isan $asir "iba#ah lantai (emuran 0.4%Pon"asi $asangan batu kali 26.%%

Sloo; 1.4

'olom 0.72

ringbalk $agar 1.16

$asangan batu bata eA$ose susun sirih 23.%0

$asangan batu bata 7.40

$eker(aan $lesteran "an a9ian 7.40

$enge9atan "in"ing luar 7.40

(embatan 9ar$ort beton bertulang 0.42

rabat lantai 9ar$ort "i;inishing a9ian "an tali air 1.20

rabat lantai tem$at (emur "i;inishing a9ian %.7

saluran airhu(an $i$a P: 4> 3.00 m

bak kontrol "an tutu$ beton .00 unitsaluran terbuka "ari $as. Bata- ;inoshing a9i "an tutu$ beton 14.0 m

Pagar besi Hollo# 3.3

Pintu Pagar besi Hollo# 4A4 9m tebal 0-23 1.00 unit

'ano$i besi hollo# "an $ol?9arbonat 1.

Struktur kano$i beton ;inishing a9ian 1.31

9at struktur kano$i 22.%1

um$ut ga(ah mini "an la"u 24.00

iang ben"era 1.00 bh

Pasangan Batu kosong $on"asi batu kali 7.20

omorrumah 1.00 unit

all Besi siku 4A4A4 9m "an besi beton "ia 10 mm .00 m

$asangan batu 9an"i 0.0%

$inang merah 1.00 bh$alm kol 4.00 bh

&n(uang merah 3.00 bh

'ambo(a kuning 1.00 bh

sansiDera 6.00 bh

helikonia .00 bh

Saluran terbuka "engan $enutu$ beton 2%.00 0.30 0.70 2.10 m2

&9ian 1%.20 m2

Beton 14.0 0.60 0.10 0.7 m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m2

m2

m3

m2

m2

m2

m2

m3

m2

m2

m3

m2


8/116


ANALISA KE4UTUHAN MATERIAL +AN TENAGA

o raian olume 'oe; otal SatuanHarga satuan Total harga

1 Pe!bersi3an ,an 8era"aan

Peker(a 164.40 m2 0.10 16.44 HF' 0000 22-000

Man"or 0.0 .22 HF' 70000 7-400

1-3%7-400 -002 4o;8ang 132.%0 m3

'a?u


9/116


#. PASANGAN 4ATU LEMPENG TAK 4ERATURAN 30.23 m2

Batu Lem$eng 1.00 31.74 m2 100000 3-174-10

P: +0 kg 0.23 7.10 Eak %0000 63%-36

Pasir $asang 0.03 1.06 22000 23-061

Peker(a 0.62 1.74 HF' 0000 %37-130

ukang batu 0.3 10. HF' 6000 67-733

Man"or 0.03 0.%1 HF' 70000 63-43-73%-%21 1%-7

#* PASANGAN 4ATU 6AN+I SEGI EMPAT 14.70 m2

Batu Lem$eng 1.00 1.44 m2 2000 3-7

P: +0 kg 0.23 3.4 Eak %0000 310-%0

Pasir $asang 0.03 0.1 22000 11-763

Peker(a 0.62 %.11 HF' 0000 4-700

ukang batu 0.3 .1 HF' 6000 334-42

Man"or 0.03 0.44 HF' 70000 30-70

1-633-3 111-12

#& PASANGAN 4ATU PALIMANAN 1.1% m2

Batu Lem$eng 1.00 1.% m2 2000 3%-73

P: +0 kg 0.23 3.7 Eak %0000 321-26%

Pasir $asang 0.03 0.3 22000 11%-621

Peker(a 0.62 %.42 HF' 0000 470-%0

ukang batu 0.3 .32 HF' 6000 34-73

Man"or 0.03 0.46 HF' 70000 31-%%

1-67-%% 111-12

# PEKERJAAN 4ETON 4ERTULANG KOLOM 4.0 m3

Beton bertulang 1 8 2 8 3 1.0 4.0 m3 1100000 4-4-000

Pembesian 17 714.00 kg 1000 10-710-000

Pasang Bekisting 1.40 .71 m2 00000 2-6-000

1-04-000 4-42-000

#- PEM4ESIAN

3-03.70 m 1.0 1-%6 kg

2-020.33 m 1.0 470 kg

5ml 'g ulangan 2-437. kg 2-437. kg 1000 36-66-63

ka#at beton 0.010 36.7 kg 22000 04-471

Peker(a 0.0070 17.06 HF' 0000 3-227

ukang besi 0.0070 17.06 HF' 6000 1-10%-1%Man"or 0.0004 0.% HF' 70000 6-2

3%-402-013 16-163

(' PEKERJAAN ATAP RANGKA 4AJA RINGAN

angka ata$ ku"a ku"a ba(a ringan 126 m2 20000 31-00-000

Peker(a 0.001 0.13 HF' 0000 6-300

ukang 0.001 0.13 HF' 6000 -1%0

Man"or 0.0001 0.01 HF' 70000 2

31-1-372 20-122

(# PASANG GENTENG 4ERGLASUR KIA 114.70 m2

)enteng berglasur 'I& 10000 12-043-00

Peker(a 0.20 22.%4 HF' 0000 1-147-000

ukang 0.10 11.47 HF' 6000 74-0

Man"or 0.01 1.1 HF' 70000 0-2%0

14-016-340 122-200

(( PASANG KERPUS 4ERGLASUR KIA 12.00 m'er$us )enteng berglasur 'I& 32000 34-000

Peker(a 0.2 3.00 HF' 0000 10-000

ukang 0.1 1.0 HF' 6000 117-000

Man"or 0.01 0.16 HF' 70000 10-%20

661-%20 -160

($ LISPLANK ?OO+PLANK ELEPHANT (/(' 6M 6.00 m

List$lank #oo"$lank ele$hant 2


10/116


(- KERAMIK +IN+ING TOILET ('/(. 16.0 m2

'eramik 20


11/116


$ PASANG 4AK 6U6I PIRING STAINLESS STELL 1.00 Set

Bak 9u9i stainlees stell 1.00 1.00 bh 3%0000 3%0-000

Cater "rain / asesories 1.00 1.00 set 200000 200-000

$eker(a 0.03 0.03 HF' 0000 1-00

ukang 0.30 0.30 HF' 6000 1%-00

Man"or 0.002 0.002 HF' 70000 10

611-10 611-10$- PASANG INSTALASI AIR 4ERSIH # 12.00 m

Pi$a P "iameter 1> 1.20 14.40 m 1000 216-000

Perlenka$an 3G hrg $i$a 12.00 ls 4000 4-000

$eker(a 0.0 0.6 HF' 0000 32-400

ukang 0.0% 1.0 HF' 6000 70-200

Man"or 0.00 0.03 HF' 70000 2-26

36-6 30-73%

$- PASANG INSTALASI AIR 4ERSIH $/) 23.00 m

Pi$a P "iameter 3 1.20 27.60 m 700 207-000


$eker(a 0.04 0.3 HF' 0000 41-400

ukang 0.06 1.3 HF' 6000 %-700

Man"or 0.002 0.04 HF' 70000 2-%

403-0% 17-26

)' PASANG INSTALASI AIR KOTOR PIPA PV6 ) 23.00 mPi$a P: "iameter 4> 1.20 27.60 m 120000 3-312-000


$eker(a 0.0 1.4 HF' 0000 %2-000

ukang 0.14 3.11 HF' 6000 201-2

Man"or 0.004 0.0% HF' 70000 6-440

4-417-26 1%2-0

)# PASANG INSTALASI AIR KOTOR PIPA PV6 ( .00 m

Pi$a P "iameter 3 1.20 %.60 m 3000 336-000

Perlenka$an 3G hrg $i$a .00 ls 13000 104-000

$eker(a 0.0 0.43 HF' 0000 21-600

ukang 0.0% 0.72 HF' 6000 46-00

Man"or 0.003 0.02 HF' 70000 1-12

0%-%12 63-73%

)( PASANG INSTALASI AIR KOTOR PIPA PV6 $/) .00 m

Pi$a P "iameter 3 1.20 %.60 m 700 72-000Perlenka$an 3G hrg $i$a .00 ls 2700 21-600

$eker(a 0.04 0.2% HF' 0000 14-400

ukang 0.06 0.4 HF' 6000 31-200

Man"or 0.002 0.01 HF' 70000 1-00

140-20 17-26

)$ PASANG KRAN AIR $/) 1.00 bh

'ran air 3 1.00 1.00 bh 3000 3-000

Seal ta$e 0.020 0.03 bh 0000 1-20

$eker(a 0.03 0.03 HF' 0000 1-00

ukang 0.30 0.30 HF' 6000 1%-00

Man"or 0.002 0.00 HF' 70000 10

7-3 7-3

)) PASANG ?ASTAFEL +AN A6ESORIS 1.00 Set

Casta;el 1 1.00 bh 600000 600-000

Perlengka$an 12G hrg #asta;el 1.00 ls 7000 7-000

P: +0 kg 0.1200 0.12 Eak %0000 10-00

Pasir $asang 0.010 0.01 22000 2-20

Peker(a 1.20 1.20 HF' 0000 60-000

ukang batu 1.4 1.4 HF' 6000 %4-20

Man"or 0.10 0.10 HF' 70000 7-000

2-300 2-300

). PASANG FLOOR +RAIN STAINLESS STEELL 3.00 bh

@loor "rain stainleess steell 1 3.00 bh 27000 2-000

Peker(a 0.01 0.03 HF' 0000 1-00

ukang batu 0.10 0.30 HF' 6000 1%-00

Man"or 0.01 0.02 HF' 70000 1-00

47-00 22-30

)* PAS% 4AK KONTROL 4ATU 4ATA 1.00 bh

Batu Bata 11 11.00 bh %00 13-%00P: +0 kg 0.0 0. Eak %0000 7%-200

Pasir $asang 0.070 0.07 22000 1-70

Batu 'erikil 0.070 0.07 20000 17-00

Besi Beton 1.600 1.60 kg 100 2-400

Pasir Beton 0.060 0.06 22000 13-00

Peker(a 6.00 6.00 HF' 0000 300-000

ukang batu 3.00 3.00 HF' 6000 1%-000

Man"or 0.30 0.30 HF' 70000 21-000

70-20 70-20

)& PENGE6ATAN TEM4OK 4ARU eB"erior 166.0

Plamir 0.10 16.6 kg 33132 2-642

:at "asar 0.10 16.6 kg 1040% 1-7-222

:at "asar $enutu$ 3 kali 0.26 43.37 kg 1134% 4-%20-4%0

Peker(a 0.02 3.34 HF' 0000 166-00ukang :at 0.06 10.01 HF' 6000 60-20

Man"or 0.002 0.4170 HF' 70000 2%-1%0

-077-64 4-42

m3

m3

m3

m3

m2


12/116


) PENGE6ATAN TEM4OK 4ARU In"erior 400.0

Plamir 0.10 40.0 kg 33132 1-327-%31

:at "asar 0.10 40.0 kg 674% 2-703-77

:at "asar $enutu$ 3 kali 0.26 104.21 kg 73324 7-640-%47

Peker(a 0.02 .02 HF' 0000 400-00

ukang :at 0.06 24.0 HF' 6000 1-63-120

Man"or 0.002 1.0020 HF' 70000 70-14013-706-6% 34-1%

)- PENGE6ATAN PLAFON+ 12.40

Plamir 0.10 1.24 kg 33132 04-%32

:at "asar 0.10 1.24 kg 674% 1-02-07

:at "asar $enutu$ 3 kali 0.26 3%.62 kg 73324 2-%0-3%0

Peker(a 0.02 3.0 HF' 0000 12-400

ukang :at 0.06 %.14 HF' 6000 %4-360

Man"or 0.002 0.310 HF' 70000 26-670

-211-27 34-1%

.' PENGE6ATAN LISPLANG 130.00 m

:at "asar 0.17 22.10 kg 7000 1-2%-700

9at meni 0.20 26.00 kg 43000 1-11-000

Plamir ka?u 0.1 1%.0 kg 33000 643-00

9at $enutu$ 3 kali 0.26 33.0 kg 7000 1-%26-600

Peker(a 0.07 %.10 HF' 0000 4-000

ukang 9at 0.00% 1.17 HF' 6000 76-00

Man"or 0.002 0.320 HF' 70000 22-70

-01-600 42-320

.# PAS% 4ATA 0# 1 *2 sauran "erbu7a 2.10 m2

Batu Bata 70 1-77.00 bh %00 1-1-300

P: +0 kg 0.1664 4.1 Eak %0000 37-%

Pasir $asang 0.04% 1.23 22000 276-72

Peker(a 0.32 .03 HF' 0000 401-600

ukang batu 0.10 2.1 HF' 6000 163-10

Man"or 0.02 0.3 HF' 70000 26-3

2-2-030 112-1

.( PLESTERAN < A6IAN " = #%. 0# 1 .2 1%.20 m2

P: +0 kg 0.064 1.66 Eak %0000 14%-2%%

Pasir $asang 0.0220 0.42 22000 %-040Peker(a 0.20 3.4 HF' 0000 1%2-000

ukang batu 0.1 2. HF' 6000 17-200

Man"or 0.01 0.1% HF' 70000 13-440

636-%7% 33-176

.$ 4ETON 4ERTULANG 0#1(1$2 0.7

P: +0 kg 6.46 .62 Eak %0000 0-1

Pasir $asang 0.2 0.4 22000 101-7%0

S$lit 2


13/116



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#VALUE!


18/116


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PNPM - Mandiri Perdesaan Form.7.e.

RENCANA ANGGARAN BIAYA PRASARANA

Jenis Kegiatan : Pemb. Rumah Dinas Tipe 120

Ukuran/dimensi : P =13! m " = 12 m

URAIAN

Volume

Satuan

Kate Sumber Dana

Totalgori Total Swadaa PNP! " !Pd

Biaa R#$ R#$ R#$

I$ BA%AN

1.1 #atu #e$ah 11 3 % m3 &.a 11'000 12('000 3)'000 *20000

1.2 #atu #$+n+s * ' ) m3 &.a 100000 *00000 '00000 )00000

1.3 #atu pe,ah 2/3 - sp$it ' ' m3 &.b 1(0000 %00000 %00000

1.) #atu bata *130 *130 bh &.a (00 ')!%000 ')!%000

1.' Pasir Pasang 23 2 21 m3 &.a !%000 1!*)000 1'(000 1(3%000

1.( emen -'0 Kg 13! 13! ak &.b (2000 %)*)000 %)*)000

1.! emen putih 112 112 kg &.b 2'00 2%0000 2%0000

1.% Tanah urug 30 30 0 m3 &.a '0000 1'00000 1'00000

1.* Pasir urug ! ! m3 &.a !0000 )*0000 )*0000

1.10 Keramik )0/)0 ,m !' !' dus &.b )'000 33!'000 33!'000

1.11 #esi tu$angan 10 mm *2 *2 bt &.b (0000 ''20000 ''20000

1.12 #esi tu$angan ( mm !' !' bt &.b 23000 1!2'000 1!2'000

1.13 Kaat bet+n 1) 1) kg &.b 1%000 2'2000 2'2000

1.1) Paku biasa 2 ' '3 '3 kg &.b 12000 (3(000 (3(000

1.1' Papan ,+r/begisting (0 (0 $br &.a 20000 1200000 1200000

1.1( Papan Reuter 2/20 ,m 4kasia -) m 3 3 $br &.a '0000 1'0000 1'0000

1.1! #$andar Ka5u %/12 6$ugu -) m * 3 ( btng &.a *0000 %10000 2!0000 ')0000

1.1% 7+k ka5u %/12 6$ugu -) m 3 1 2 btng &.a *0000 2!0000 *0000 1%0000

1.1* 6+rding %/12 6$ugu -) m ( 2 ) btng &.a *0000 ')0000 1%0000 3(0000

1.20 Ka5u tahun reng 2/3 - 3 m 32% 32% btng &.a 3000 *%)000 *%)000

1.21 Ka5u 4$ba usuk '/! - 3 m 2)0 2)0 btng &.a 23000 ''20000 ''20000

1.22 Ka5u (/12 ,m -kusen 4kasia -) m 22 22 btng &.a 1!0000 3!)0000 3!)0000

1.23 Ka5u p$a8+nd -3 m 1(1 32 12* btng &.a 23000 3!03000 !3(000 2*(!000

1.2) "ist pr+8i$ p$a8+nd 130 130 m &.a )000 '20000 '20000

1.2' Ka5u papan "istp$ank -) m 11 11 $br &.a '0000 ''0000 ''0000

1.2( Daun pintu ) ) bh &.a (00000 2)00000 2)00000

1.2! Daun Jende$a ! ! bh &.a 200000 1)00000 1)00000

1.2% Papan isian 9enti$asi !% !% m &.a '000 3*0000 3*0000

1.2* 6enteng press 3100 3100 bh &.a 1!'0 ')2'000 ')2'000

1.30 6enteng kerpus press )% )% bh &.a 3000 1))000 1))000

1.31 Trip$ek p$a8+nd -)mm )0 )0 $br &.b ''000 2200000 2200000

1.32 Paku trip$ek 2 2 kg &.b 1(000 32000 32000

1.33 Ka,a #ening ' mm % % m2 &.b ('000 '20000 '20000

1.3) at Temb+k 122 122 kg &.b 12000 1)()000 1)()000

1.3' P$amir Temb+k 3) 3) kg &.b '000 1!0000 1!0000

1.3( at Ka5u ' ' kg &.b )'000 22'000 22'000

1.3! at meni ( ( kg &.b 1'000 *0000 *0000

1.3% P$amir Ka5u ' ' kg &.b 1!000 %'000 %'000

1.3* ;ngse$ pintu 12 12 bh &.b 1!'00 210000 2100001.)0 ;ngse$


28/116

II$ PERA.ATAN

2.1 #enang 13 13 bh &&.a 2000 2(000 2(000

2.2 ;mber 20 20 bh &&.a %000 1(0000 1(0000

2.3 4mp$as ' ' $br &&.a '000 2'000 2'000

2.) Kuas 2 ( ( bh &&.a '000 30000 30000

2.' 45akan Pasir 1 1 bh &&.a )0000 )0000 )0000

2.( R+$ ,at 3 3 bh &&.a 1'000 )'000 )'000

Sub Total /' +/(*,,, " +/(*,,,

III$ UPA%

3.1 Peker


29/116


"E$AA A%%A"A B&A'A ("A)A"AA

Pron" $a%a T&ngah 'o. (A) 2

*ab+at&n P+rbalngga Program P'P,-,anr P&r&"aan

*&/amatan *arangmon/ol $&n" *&gatan Pang alaman

&"a *arang"ar U+ranm&n" P 125 m L 82 m

U"A&A

V*um

)atuan

)umbr +ana

,uma- T*ta "p.T*ta +ari )a/aa +ari +ana

)a/aa (( +

"p. "p.

1. )AA'

1.1 #atu bata 721.00 721.00 bh 300.00 - 216300.00 216300.00

1.2 Pasir Pasang 10.54 3.00 7.54 m3 70000.00 210000.00 527800.00 737800.00

1.3 P+rt$and ement -P 2.00 2.00 ak 50000.00 - 100000.00 100000.001.4 Pa9ing #$+k 98.00 98.00 m2 30000.00 - 2940000.00 2940000.00

1.5 Kapur pasang 0.15 0.15 m3 170000.00 - 25500.00 25500.00

-

)ub T*ta 1 210000.00 380600.00 401600.00

2. ALAT -

2.1 angku$ 2.00 2.00 - bh 25000.00 50000.00 - 50000.00

2.2 "inggis 1.00 1.00 - bh 25000.00 25000.00 - 25000.00

2.3 et+k 1.00 1.00 - bh 15000.00 15000.00 - 15000.00

2.4 #enang 2.00 2.00 bh 2000.00 - 4000.00 4000.00

2.5 ;mber 4.00 4.00 bh 5000.00 - 20000.00 20000.00

)ub T*ta 2 0000.00 24000.00 114000.003. UPA

3.1 T+ang 23.00 23.00 ho 30000.00 - 690000.00 690000.00

3.2 P&&ra 46.00 46.00 ho 20000.00 - 920000.00 920000.00

3.3 *&ala &lomo 3.00 3.00 ho 25000.00 - 75000.00 75000.00

)ub T*ta 3 1685000.00 1685000.00

+mb&r ana

TTAL B&A'A 5818600.00

+ari )a/aa 300000.00

+ari ((+ 5518600.00

$atatan 7

- +mbangan alam b&nt+ bahan +ah an alat t+l" alam olom Vol+m& ar %aaa

- 'la (A) aat ar olom Vol+m& ar ana ang alan &ngan olom arga at+an ang &m+an totalan

- +mbangan alam b&nt+ +ang ma"+an aa bar" t&rba%ah : +mb&r ana ar %aaa ;- %aaa alam b&nt+ lahan t+l" alam


30/116

*am o" &n Pr"tono T

'=P. 010 175 359





*&/amatan *arangmon/ol $&n" *&gatan P&ralatan ,an

&"a *arang"ar U+ranm&n" -

U"A&A

V*um

)atuan

)umbr +ana

,uma- T*ta "p.T*ta +ari )a/aa +ari +ana

)a/aa (( +

"p. "p.

2. ALAT -

2.1 Jungkat


31/116

3.00 345000.00

- -

- -

2.00 156000.00

- -

-

1500000.00

- -

- -

- -

- -

- -

- -- -

- -

270000.00

1.00 90000.00

180000.00

-

- -

-

736000.00

-

-

-

-

-

- -

- -

- -

- -

- -

- -

- -- -

- -

-

- -

40.00 200000.00

- 3277000.00


32/116

- -

- -

- -

-

- -

- -

- -

- -

92.00 2760000.00

32.00 1120000.00

3880000.00

3277000.00

3%%3'00.00

C4"U;


33/116


34/116


35/116

PROGRAM NASIONAL PEM4ER+A@AAN MAS@ARAKAT MAN+IRI PER+ESAAN

TAHUN ('#$

Kabu8a"en 1 4anjarnegara

Ta7e OC S3ee"KeDa!a"an 1 Susu7an

+esa 1 4reng7o7

Septitank

Pan(ang * 2 mLebar * 1.0 m

inggi * 1.0 m

1.

Gaian "ana3

2.00 A 1. A 1.0 * 4. m3

1. 0.

6or be"on # 1 ( 1 $

Lantai t inggi * 1 9m 2.00 A 1. A 0.1 * 0.4 m3

Penutu$ bak t * 12 9m 2.00 A 1. A 0.12 * 0.36 m3

'olom 0.1 A 0.1 A 1.0 A 6 * 0.2 m3

1.01 m3

Pas% 4a"a

2.0 A 1. A 2 * 6.00 m2

1. A 1. A 2 * 4.0 m2

1. A 1.2 A 1 * 1.0 m2

12.30 m2

2.0 A 2 A 1. / 1 A 2 * m

0.1

1. A 2 A 2 / 1 A 2 * . m

0.1

'olom 4 A 1. A 6 * 36 m

20%. m

Sengkang 'olom 0.6 A 1. A 6 * 3% m

0.1

Pes"eran

2.0 A 1. A 2.0 * 6.00 m2

1. A 1. A 2.0 * 4.0 m2

* 10.0 m2

Pe!besian #' 9 #.

Pe!besian * 9 #.


36/116

ANALISA

Gaian "ana3 biasa = )%.' !$

Peker(a 0.40 A 4.0 * 1.0 HF'

6or be"on # 1 ( 1 $ = #%'# !$

P: 0 kg 6.46 A 1.01 * 6.4 Eak

Pasir $asang 0.2 A 1.01 * 0.3 m3

s$lit 0.7 A 1.01 * 0.7% m3Peker(a 1.6 A 1.01 * 1.67 HF'

ukang 0.2 A 1.01 * 0.2 HF'

Pas% 4a"a 0#1)2 = #(%$' !(

Bata 70 A 12.30 * 60 bh

P: +0 kg 0.23 A 12.30 * 2.3 !ak

$asir $asang 0.043 A 12.30 * 0.3 m3

$eker(a 0.3200 A 12.30 * 3.%4 HF'

ukang batu 0.10 A 12.30 * 1.23 HF'

Pes"eran #1) = #'%.' !(

P: +0 kg 0.130 A 10.0 * 1.36 !ak

Pasir $asang 0.01% A 10.0 * 0.20 m3

Peker(a 0.20 A 10.0 * 2.10 HF'

ukang batu 0.1 A 10.0 * 1. HF'

Pe!besian 10 15 = ('-%' ! * 12%.3 kg

Besi 1.0 A 12%.3 * 13. kg * 1.36 bt

Ben"rat 0.02 A 12%.3 * 1.%4 kg

Peker(a 0.007 A 12%.3 * 0.%1 HF'

ukang 0.007 A 12%.3 * 0.%1 HF'

Pe!besian 6 15 = $-%'' ! * 24.0 kg

Besi 1.0 A 24.0 * 2.2 kg * 3.41 bt

Ben"rat 0.02 A 24.0 * 0.36 kg

Peker(a 0.007 A 24.0 * 0.17 HF'

ukang 0.007 A 24.0 * 0.17 HF'

To"a 7ebu"u3an

P: +0 kg * 11 !ak

Pasir $asang * 1 m3

S$lit 2


37/116


38/116

i$eriksa Fleh 8

Ri"a Kris"ian"i


39/116


40/116


41/116


42/116


43/116


44/116


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47/116


48/116


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55/116


56/116


57/116


58/116


59/116


60/116


61/116


62/116


63/116


64/116


65/116


66/116


67/116


68/116


69/116


70/116


71/116


72/116


73/116


74/116


75/116


76/116


77/116


78/116


79/116


80/116


81/116


82/116


83/116


84/116


85/116


86/116


87/116


88/116


89/116


90/116


91/116


92/116


93/116


94/116


95/116


96/116


97/116


98/116


99/116


100/116


101/116


102/116


103/116


104/116


105/116


106/116


107/116



Pr+pinsi : Jaa Tengah 7+. R4# : 02

Kabupaten : #an


108/116





*&/amatan *arangmon/ol $&n" *&gatan Pang alaman

&"a *arang"ar U+ranm&n P 125 m L 82 m

U"A&A

V*um )umbr +ana

,uma- T*ta "p.T*ta +ari +ana

)a/aa (( +

"p. "p.

1. )AA'

1.1 #atu bata 721.00 721.00 bh 300.00 - 216300.00 216300.00

1.2 Pasir Pasang 10.54 3.00 7.54 m3 70000.00 210000.00 527800.00 737800.00

1.3 P+rt$and ement -P 2.00 2.00 ak 50000.00 - 100000.00 100000.001.4 Pa9ing #$+k 98.00 98.00 m2 30000.00 - 2940000.00 2940000.00

1.5 Kapur pasang 0.15 0.15 m3 170000.00 - 25500.00 25500.00

-

)ub T*ta 1 210000.00 380600.00 401600.00

2. ALAT -

2.1 angku$ 2.00 2.00 - bh 25000.00 50000.00 - 50000.00

2.2 "inggis 1.00 1.00 - bh 25000.00 25000.00 - 25000.00

2.3 et+k 1.00 1.00 - bh 15000.00 15000.00 - 15000.00

2.4 #enang 2.00 2.00 bh 2000.00 - 4000.00 4000.00

2.5 ;mber 4.00 4.00 bh 5000.00 - 20000.00 20000.00

)ub T*ta 2 0000.00 24000.00 114000.003. UPA

3.1 T+ang 23.00 23.00 ho 30000.00 - 690000.00 690000.00

3.2 P&&ra 46.00 46.00 ho 20000.00 - 920000.00 920000.00

3.3 *&ala &lomo 3.00 3.00 ho 25000.00 - 75000.00 75000.00

)ub T*ta 3 1685000.00 1685000.00

+mb&r ana

TTAL B&A'A 5818600.00

+ari )a/aa 300000.00

+ari ((+ 5518600.00

$atatan 7



- +mbangan alam b&nt+ +ang ma"+an aa bar" t&rba%ah : +mb&r ana ar %aaa ;- %aaa alam b&nt+ lahan t+l" alam


109/116

0

"&t++ ol&h

P$>* ?T

*am o" &n Pr"tono T

'=P. 010 175 359





*&/amatan *arangmon/ol $&n" *&gatan P&ralatan ,an

&"a *arang"ar U+ranm&n -

U"A&A

V*um )umbr +ana

,uma- T*ta "p.T*ta +ari +ana )a/aa (( +"p. "p.

2. ALAT -

2.1 Jungkat


110/116

Form.8.a.

REKAPITULASI ANGGARAN BIAYA PRASARANA

Pr+pinsi : Jaa Tengah Ke,amatan : usukan

Kabupaten : #an


111/116


112/116


No URAIAN PEKER6AAN Satuan Total

I RUB4? D&74 P;RU4?447 TGP; 120 1 unit

1.1 Pe7er8aan #er9ia#anPerm+h+nan &B# 1 $s '000000 '000000

Pembersihan $+kasi 1() m2 %'00 13*!)00

U$et dan #+p$ank 133 m3 122(( 1(300%'

4ir Ker


113/116

1.( Pe7er8aan ata# dan #la;ond

Rangka 4tap Kuda Kuda #a dia ) 23 m 1*20'' ))1!2('

&nsta$asi air k+t+r pipa P dia 2 % m (3!3* '0**12

&nsta$asi air K+t+r pipa P dia 3/) % m 1!'2( 1)020%

Kran Kit,hen 3/) 1 bh '!3'' '!3''

6ate a$9e dia 1 1 bh %(0!2% %(0!2%

>asta8e$ dan a,ses+ris 1 set %'2300 %'2300

@$++r drain stain$ess stee$ 3 bh 2%23'0 %)!0'0

eptitank peresapan dan pipa 9ent 1 unit 2%*3)000 2%*3)000

sumur resapan 1 unit 3'00000 3'00000

bak k+ntr+$ 2 unit !%02'0 1'(0'00

@; 3' kg -8ire eng 1 unit 3'0000 3'0000

Ka,a ukuran (0 E *( ,m 1 unit 1'0000 1'0000

Tempat sabun 2 unit 1%000 3(000

Tissue h+$der 1 unit '00000 '00000

Jet asher 1 unit **000 **000

6antungan ba


114/116

1.* Pe7er8aan Ele7tri7al

B# #+E isi 12 2200 att -1phase 1 unit 3(%0000 3(%0000

&nsta$asi titik $ampu 2) titik )22(3 101)312

&nsta$asi titik st+p k+ntak % titik )22(3 33%10)

&nsta$asi titik 4 1 titik )22(3 )22(3

"ampu d+n $ight 23 att ( bh 22'*!' 13''%'0

"ampu " 23 att eE essensia$ H a,,ess+ris % bh 22'*!' 1%0!%00

"ampu D+n $ight 6" 11 att 1 bh 3'000 3'000

"ampu Dinding 6" 2 E 20 att ) bh 22'*!' *03*00

"ampu baret dia 30 ,m @" 23 2 bh 3!)32' !)%('0

"ampu " 11 att 3 bh 3'000 10'000

ak$ar Tungga$ % bh 13%00 110)00

ak$ar 6anda ) bh 1!2'0 (*000

t+p k+ntak % bh 1!2'0 13%000

t+p k+ntak 4 1 bh 1!2'0 1!2'0

6r+unding rumah dan gr+unding kabe$ 1( smm 1 $+t '1!'00 '1!'00

&nsta$asi te$ep+n dan Aut$et te$ep+n 1 unit '1!'00 '1!'00

Termina$ kabe$ Te$ep+n 1 unit '!'00 '!'00

Bateria$ bantu 1 $+t )'0000 )'0000

Testing dan ,+missi+ning 1 $+t )'0000 )'0000

1.10 Pe7er8aan #enge


115/116

PNPM - Mandiri Perdesaan


Pron" $a%a T&ng 'o. (A) 2

*ab+at&n P+rbalngg Program P'P,-,anr P&r&"aan

*&/amatan *arangmon$&n" *&gat Pang alaman

&"a *arang"ar U+ranm& P 125 m L 82 m

U"A&A

V*um

)atuan

)umbr +ana

T*ta)a/aa

"p.

1. )AA'

1.1 #atu bata 721.00 bh 300.00 #(E?!

1.2 Pasir Pasang 10.54 m3 70000.00 #(E?!

1.3 P+rt$and ement -P 2.00 ak 50000.00 #(E?!

1.4 Pa9ing #$+k 98.00 m2 30000.00 #(E?!

1.5 Kapur pasang 0.15 m3 170000.00 #(E?!

)ub T*ta 1 #"E:!

2. ALAT

2.1 angku$ 2.00 bh 25000.00 #(E?!

2.2 "inggis 1.00 bh 25000.00 #(E?!

2.3 et+k 1.00 bh 15000.00 #(E?!

2.4 #enang 2.00 bh 2000.00 #(E?!

2.5 ;mber 4.00 bh 5000.00 #(E?!

)ub T*ta 2 #"E:!

3. UPA

3.1 T+ang 23.00 ho 30000.00 #(E?!

3.2 P&&ra 46.00 ho 20000.00 #(E?!

3.3 *&ala &lomo 3.00 ho 25000.00 #(E?!

)ub T*ta 3 #"E:!

TTAL B&A'A

+ari )a/aa #"E:!

+ari ((+

$atatan 7



- +mbangan alam b&nt+ +ang ma"+an aa bar" t&rba%ah : +mb&r ana ar %aaa ;

- %aaa alam b&nt+ lahan t+l" alam


116/116

*am o"

'=P. 010 175 359

PNPM - Mandiri Perdesaan


Pron" $a%a T&ng 'o. (A) 3

*ab+at&n P+rbalngg Program P'P,-,anr P&r&"aan

*&/amatan *arangmon $&n" *&gat P&ralatan ,an

&"a *arang"ar U+ranm& -

U"A&A

V*um

)atuan

)umbr +ana

T*ta)a/aa

"p.

2. ALAT

2.1 Jungkat*

arga )atuan"p.

+mb&rana

rumah dinas perusahaan tipe 120 joho

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