rab bangunan dan tanah

7/30/2019 Rab Bangunan Dan Tanah

1/18

No Uraian Pekerjaan Vol. Pek SatuanAnalisa Harga

SatuanJumlah

A PEKERJAAN TANAH -

1 Pembersihan Lapangan 500 m3 15,000.00 7,500,000.00

2 Galian Tanah utk Pondasi 200 m3 100,000.00 20,000,000.00

2 Urugan/ Timbunan Tanah 200 m3 100,000.00 20,000,000.00

47,500,000.00

B PEKERJAAN PASANGAN

1 Pasangan pondasi Batu Kali 200 m3 100,000.00 20,000,000.00

2 Pasangan Dinding Bata 200 m3 100,000.00 20,000,000.00

2 Neut Pada Kusen2 200 m3 100,000.00 20,000,000.00

3 Plesteran Dinding 200 m3 100,000.00 20,000,000.00

3 Laburan Dinding 200 m3 100,000.00 20,000,000.00

4 Laburan Langit-Langit 200 m3 100,000.00 20,000,000.00

120,000,000.00

C PEKERJAAN KAYU

1 Kusen-kusen Pintu dan Jendela 200 m3 100,000.00 20,000,000.00

2 Daun Pintu dan Jendela 200 m3 100,000.00 20,000,000.00

3 Listplank 200 m3 100,000.00 20,000,000.00

4 Kuda-kuda, Gording, Muurplat Kayu, Nook, Jure 200 m3 100,000.00 20,000,000.00

5 Rangka Atap (Kasau, Reng) 200 m3 100,000.00 20,000,000.006 Rangka Langit-langit (Plafond) 200 m3 100,000.00 20,000,000.00

120,000,000.00

D PEKERJAAN ATAP

1 Atap Genteng 200 m2 100,000.00 20,000,000.00

2 Bubungan atap, Nok June 200 m2 100,000.00 20,000,000.00

2 Talang Air 200 m2 100,000.00 20,000,000.00

3 Pipa Pembuangan 200 m2 100,000.00 20,000,000.00

80,000,000.00

E PEKERJAAN LANTAI

1 Urugan Pasir Bawah Lantai 200 m3 100,000.00 20,000,000.00

2 Pemasangan Keramik 200 m3 100,000.00 20,000,000.00

40,000,000.00

F PEKERJAAN MENGECAT -

1 Cat Kusen/ Pintu Jendela 200 m3 100,000.00 20,000,000.002 Cat Listplank 200 m3 100,000.00 20,000,000.00

120,000,000.00

G PEKERJAAN GANTUNGAN

1 Pasangan kaca pintu Jendela 200 m2 100,000.00 20,000,000.00

2 Engsel Pintu 200 bh 100,000.00 20,000,000.00

3 Pemasangan Kaca 200 bh 100,000.00 20,000,000.00

4 Slot Pintu Jendela 200 m2 100,000.00 20,000,000.00

5 Kunci Tanam 200 bh 100,000.00 20,000,000.00

6 Closet Jongkok 200 bh 100,000.00 20,000,000.00

7 Sumur/ Bak Air 200 bh 100,000.00 20,000,000.00

8 Instalasi Listrik 200 Titik 100,000.00 20,000,000.00

160,000,000.00

H PEKERJAAN LAIN-LAIN

1Pembesian Sengkang Balok/ Kolom, Angkur,Mur, Baut dll 200 kg 100,000.00 20,000,000.00

2 Roaster pada Ventilasi 200 bh 100,000.00 20,000,000.00

3 Direksi Keet 200 m2 100,000.00 20,000,000.00

4 Pembersihan Lahan 200 m2 100,000.00 20,000,000.00

5 Penjaga Malam : 1 org x 2 bulan x 33 Perw 66 org 1,500,000.00 99,000,000.00

6 Pelaksana 200 100,000.00 20,000,000.00

199,000,000.00

TOTAL 886,500,000.00

33 Perwakilan 33 29,254,500,000.00

RENCANA ANGGARAN BIAYA

BANGUNAN SEDERHANA 2 LANTAI, TANAH 500 M


2/18

1 Design Gambar 33 25,000,000.00 825,000,000.00

2 Konsultan Perencana 33 30,000,000.00 990,000,000.00

3 Konsultan Pengawas 33 30,000,000.00 990,000,000.00

4 Biaya Perijinan 33 15,000,000.00 495,000,000.00

5 VSAT 33 30,000,000.00 990,000,000.00

6 Server 33 60,000,000.00 1,980,000,000.00

7 AC 99 6,100,000.00 603,900,000.00

8 Meubelair 33 17,500,000.00 577,500,000.009 Personal Computer 2 unit x 33 Perwakilan 66 5,500,000.00 363,000,000.00

10 Kendaraan Dinas Roda 4 33 246,000,000.00 8,118,000,000.00

11 Tanah 33 Perw x 500 m2 16,500 4,000,000.00 66,000,000,000.00

###############


3/18

NO URAIAN PEKERJAAN SATUAN INDEKS

I PEKERJAAN PERSIAPAN

1 PEMBERSIHAN LAHAN

Pekerja 10m 0.75

Mandor 10m 0.025

TOTAL

2

Papan dan Pancang m 0.01

Paku m 0.1

Tukang Kayu m 0.8

Kepala Tukang Kayu m 0.08

Pekerja m 0.28

Mandor m 0.014

TOTAL

3

Pekerja m 0.75

Mandor m 0.025

TOTAL

4

Pasir m 1.2Pekerja m 0.3

Mandor m 0.01

TOTAL

5

Pasir m 1.2

Pekerja m 0.3

Mandor m 0.01

TOTAL

6Pekerja m 0.75

Mandor m 0.025

TOTAL

7

Pekerja m 0.75

Mandor m 0.025

TOTAL

DAFTAR HARGA SATUAN PEKERJAAN

KEGIATAN : PROYEK PEMBANGUNAN RUMAH

PEKERJAAN : KONSTRUKSI RUMAH

LOKASI : JAKARTA

TAHUN ANGGARAN : 2008

PEMASANGAN BOUWPLANK

GALIAN TANAH U/ PONDASI

URUGAN PASIR BWH PONDASI

URUGAN PASIR BWH LANTAI

URUGAN TANAH KEMBALI SISI PONDASI

URUGAN TANAH PENINGGIAN LANTAI


4/18


II PEKERJAAN PONDASI

1 PONDASI BATU KALI

Batu Kali m 1.2

Semen m 4.26

Pasir Pasang m 0.34

Tukang Batu m 0.6

Kepala Tukang Batu m 0.06

Pekerja m 1.5

Mandor m 0.015

TOTAL

III PEKERJAAN BETON

1 SLOOF BETON

Upah Pembesian m 0.75

Kepala tukang batu m 0.039

Pekerja m 0.781

Mandor m 0.078

TOTAL

2 KOLOM BETON



Pekerja m 0.781

Mandor m 0.078TOTAL

3 RING BALK BETON



Pekerja m 0.781

Mandor m 0.078

TOTAL

4 MEJA DAPUR

Semen m 8.5Pasir beton m 0.54

Kerikil m 0.82

Tukang batu m 1

Pekerja m 3

Mandor m 0.1

TOTAL

5 LIST PLANK


5/18

Semen m 8.5

Pasir beton m 0.54

Kerikil m 0.82

Tukang batu m 1

Pekerja m 3

Mandor m 0.1

TOTAL


6 TOPI TERAS

Semen m 8.5

Pasir beton m 0.54

Kerikil m 0.82

Tukang batu m 1

Pekerja m 3

Mandor m 0.1

TOTAL

7 LANTAI KERJA

Semen m 8.5

Pasir beton m 0.54

Kerikil m 0.82

Tukang batu m 1

Pekerja m 3

Mandor m 0.1

TOTAL

IV PEKERJAAN PASANGAN DINDING DAN PLESTERAN1

Batu bata merah m 80

Semen m 0.52

Pasir pasang m 0.042

Tukang batu m 0.16

Kepala T. Batu m 0.016

Pekerja m 0.48

Mandor m 0.048

TOTAL

2Batu bata merah m 475

Semen m 2.4


Tukang batu m 1.5


Pekerja m 3

Mandor m 0.15

TOTAL

PASANGAN DINDING BATA MERAH ( 1:2 )

PASANGAN BATU ROLLAG ( 1:4 )


6/18

3

Semen m 0.2368


Tukang batu m 0.214


Pekerja m 0.4

Mandor m 0.02

TOTAL


V PEKERJAAN LANTAI DAN DINDING

1

Ubin keramik 30x30 m 1.05

Pasir pasang m 0.03

Semen m 0.2

Semen warna m 0.07

Tukang batu m 0.4


Pekerja m 0.2

Mandor m 0.02

TOTAL


Pasir pasang m 0.03

Semen m 0.2Semen warna m 0.1

Tukang batu m 0.4


Pekerja m 0.2

Mandor m 0.02

TOTAL

2


Pasir pasang m 0.03

Semen m 0.2Semen warna m 1

Tukang batu m 0.5


Pekerja m 0.25

Mandor m 0.025

TOTAL

3 PLIN KERAMIK

PLESTERAN DAN ACI ( 1:2, TEBAL 15 mm )

LANTAI KERAMIK ( 30X30 CM )

LANTAI KERAMIK ( 20X20 CM)

DINDING KERAMIK ( 20X25 CM )


7/18

Plin keramik m 1.01

Semen m 0.025

Pasir pasang m 0.03

Tukang batu m 0.1


Pekerja m 0.15

Mandor m 0.01

TOTAL

VI PEKERJAAN ATAP

1

Balok kayu bengkirai m 1.1

Paku kg 3

Besi strip kg 15

Tukang Kayu org/hr 15

Kepala Tukang Kayu org/hr 1.5

Pekerja org/hr 5

Mandor org/hr 0.25

2 GORDING KAYU


Paku kg 2.9

Tukang Kayu org/hr 4.5


Pekerja org/hr 1.5

Mandor org/hr 0.075

3 KASO DAN RENGKaso m 0.012

Reng m 0.0053

Paku Rata-rata kg 0.15



Pekerja org/hr 0.1

Mandor org/hr 0.005

4 LISTPLANK KAYU 3/20

Papan kayu Samarinda m 0.007Paku Rata-rata kg 0.05



Pekerja org/hr 0.1

Mandor org/hr 0.005

5 PASANG ATAP GENTENG PRESS BETON

KUDA-KUDA ATAP RUMAH


8/18

Genteng Press Beton bh 11.1

Tukang Batu org/hr 0.1

Kepala Tukang Batu org/hr 0.01

Pekerja org/hr 0.2

Mandor org/hr 0.01

6

Nok Genteng Press Beton bh 4.04

Semen zak 0.216

Pasir Beton m 0.032

Papan Ruiter Kamper m 0.003

Tukang Batu org/hr 0.2

Kepala Tukang Batu org/hr 0.02

Pekerja org/hr 0.4

Mandor org/hr 0.02

7 Pekerjaan Talang Datar Seng 0,3 mm + Alas Papan, tebal 2 CmPapan Kamper 2/20 m 0.008

Kaso m 0.002

Seng plat tebal 0,3 mm m' 1.05


Paku Seng kg 0.15

Timah kg 0.1

Tukang Besi org/hr 0.2


Kepala Tukang Besi org/hr 0.02

Pekerja org/hr 0.2

Mandor org/hr 0.01

VII PEKERJAAN PLAFOND

1 Plafond Eternit/Asbes Ukuran eternit 60x120x0,5 cm

Eternit/asbes plat 60x120 lbr 1.4




Pekerja org/hr 0.112

Mandor org/hr 0.006

2 Rangka Plafond Kayu (Grid 60 x 60 Cm)


Kaso Kayu m 0.02




Pekerja org/hr 0.28

PASANG NOK GENTENG PRESS BETON


9/18

Mandor org/hr 0.014

VIII PEKERJAAN KUSEN, PINTU, JENDELA

1 Pekerjaan Kaca (tebal < 10 mm)

Kaca polos m 1.1



Pekerja org/hr 0.08

Mandor org/hr 0.004

2 Daun Pintu/ Jendela Jalusi/ Krepyak (Kayu Kamper, tebal 3,5 cm)

Papan kayu Samarinda m 0.064

Paku rata-rata kg 0.2

Lem kayu kg 0.3

List kayu m' 4



Pekerja org/hr 1.8

Mandor org/hr 0.09

IX PEKERJAAN CAT

1 Cat Kayu (2 Lapis)

Plamur Kayu kg 0.15

Amplas lbr 0.5

Cat dasar kg 0.15

Cat Kayu kg 0.3

Thinner ltr 0.15

Kuas bh 0.05

Tukang Cat org/hr 0.25

Kepala Tukang Cat org/hr 0.025

Pekerja org/hr 0.2

Mandor org/hr 0.01

2

Plamur Tembok kg 0.2

Amplas lbr 0.5Cat dasar kg 0.1

Cat Tembok kg 0.2

Kuas roll bh 0.015



Pekerja org/hr 0.2

Mandor org/hr 0.01

Termasuk Pekerjaan : Plamur, mengamplas

Cat Dinding Interior (Dinding Baru, 3 Lapis)


10/18

3

Alkali ICI sebelum pengecatan kg 0.125

Cat tembok ICI Wheathershield kg 0.2

Amplas lbr 0.5

Kuas roll bh 0.015



Pekerja org/hr 0.16

Mandor org/hr 0.01

Cat Dinding Exterior (Dinding Baru, 3 Lapis) ICI


11/18

WINNER T. F

20307046

3 TB 01

N DAN UPAH (Rp) JUMLAH (Rp)

55,798.00 41,848.50

85,607.00 2,140.18

43,988.68

8,050,000.00 80,500.00

15,000.00 1,500.00

65,734.00 52,587.20

75,671.00 6,053.68

55,798.00 15,623.44

85,607.00 1,198.50

157,462.82

55,798.00 41,848.50

85,607.00 2,140.18

43,988.68

180,000.00 216,000.0055,798.00 16,739.40

85,607.00 856.07

233,595.47

180,000.00 216,000.00

55,798.00 16,739.40

85,607.00 856.07

233,595.47

55,798.00 41,848.50

85,607.00 2,140.18

43,988.68

55,798.00 41,848.50

85,607.00 2,140.18

43,988.68


12/18

HAN DAN UPAH ( JUMLAH (Rp)

160,000.00 192,000.00

52,000.00 221,520.00

160,000.00 54,400.00

65,734.00 39,440.40

75,671.00 4,540.26

55,798.00 83,697.00

85,607.00 1,284.11

596,881.77

1,095,000.00 821,250.00

75,671.00 2,951.17

55,798.00 43,578.24

85,607.00 6,677.35

874,456.75

1,095,000.00 821,250.00

75,671.00 2,951.17

55,798.00 43,578.24

85,607.00 6,677.35874,456.75

1,095,000.00 821,250.00

75,671.00 2,951.17

55,798.00 43,578.24

85,607.00 6,677.35

874,456.75

52,000.00 442,000.00160,000.00 86,400.00

260,000.00 213,200.00

65,734.00 65,734.00

55,798.00 167,394.00

85,607.00 8,560.70

983,288.70


13/18

52,000.00 442,000.00

160,000.00 86,400.00

260,000.00 213,200.00

65,734.00 65,734.00

55,798.00 167,394.00

85,607.00 8,560.70

983,288.70

HAN DAN UPAH ( JUMLAH (Rp)

52,000.00 442,000.00

160,000.00 86,400.00

260,000.00 213,200.00

65,734.00 65,734.00

55,798.00 167,394.00

85,607.00 8,560.70

983,288.70

52,000.00 442,000.00

160,000.00 86,400.00

260,000.00 213,200.00

65,734.00 65,734.00

55,798.00 167,394.00

85,607.00 8,560.70

983,288.70

260 20,800.00

35,100.00 18,252.00

169,000.00 7,098.00

65,734.00 10,517.44

75,671.00 1,210.74

55,798.00 26,783.04

85,607.00 4,109.14

88,770.35

260 123,500.00

35,100.00 84,240.00

169,000.00 70,304.00

65,734.00 98,601.00

75,671.00 11,350.65

55,798.00 167,394.00

85,607.00 12,841.05

568,230.70


14/18

35,100.00 8,311.68

169,000.00 3,211.00

65,734.00 14,067.08

75,671.00 1,589.09

55,798.00 22,319.20

85,607.00 1,712.14

51,210.19

N DAN UPAH (Rp) JUMLAH (Rp)

150,000.00 157,500.00

169,000.00 5,070.00

35,100.00 7,020.00

2,210.00 154.7

65,734.00 26,293.60

75,671.00 5,675.33

55,798.00 11,159.60

85,607.00 1,712.14

214,585.37

70,000.00 73,500.00

169,000.00 5,070.00

35,100.00 7,020.002,210.00 221

65,734.00 26,293.60

75,671.00 5,675.33

55,798.00 11,159.60

85,607.00 1,712.14

130,651.67

70,000.00 73,500.00

169,000.00 5,070.00

35,100.00 7,020.002,210.00 2,210.00

65,734.00 32,867.00

75,671.00 7,567.10

55,798.00 13,949.50

85,607.00 2,140.18

144,323.78


15/18

17,500.00 17,675.00

35,100.00 877.5

169,000.00 5,070.00

65,374.00 6,537.40

75,671.00 756.71

55,798.00 8,369.70

85,607.00 856.07

40,142.38

8,050,000.00 8,855,000.00

8,000.00 24,000.00

8,900.00 133,500.00

65,374.00 980,610.00

75,671.00 113,506.50

55,798.00 278,990.00

85,607.00 21,401.75

10,407,008.25

8,050,000.00 8,855,000.00

8,000.00 23,200.00

65,374.00 294,183.00

75,671.00 34,051.95

55,798.00 83,697.00

85,607.00 6,420.53

9,296,552.48

6,900,000.00 82,800.00

6,900,000.00 36,570.00

8,000.00 1,200.00

65,374.00 6,537.40

75,671.00 756.71

55,798.00 5,579.80

85,607.00 428.04

133,871.95

9,430,000.00 66,010.008,000.00 400

65,374.00 13,074.80

75,671.00 1,513.42

55,798.00 5,579.80

85,607.00 428.04

87,006.06


16/18

3,300.00 36,630.00

65,374.00 6,537.40

75,671.00 756.71

55,798.00 11,159.60

85,607.00 856.07

55,939.78

4,000.00 16,160.00

35,100.00 7,581.60

130,000.00 4,160.00

6,900,000.00 20,700.00

65,374.00 13,074.80

75,671.00 1,513.42

55,798.00 22,319.20

85,607.00 1,712.14

87,221.16

6,900,000.00 55,200.00

6,900,000.00 16,560.00

20,000.00 21,000.00

8,000.00 1,200.00

10,000.00 1,500.00

1,500.00 150

65,374.00 13,074.80

65,374.00 9,806.10

75,671.00 1,513.42

55,798.00 11,159.60

85,607.00 856.07132,019.99

27,600.00 38,640.00

8,000.00 240

65,374.00 10,459.84

75,671.00 1,210.74

55,798.00 6,249.38

85,607.00 513.64

57,313.59

8,050,000.00 40,250.00

6,900,000.00 138,000.00

8,000.00 1,600.00

65,374.00 26,149.60

75,671.00 3,026.84

55,798.00 15,623.44


17/18

85,607.00 1,198.50

225,848.38

5,000.00 5,500.00

65,374.00 15,689.76

75,671.00 1,816.10

55,798.00 4,463.84

85,607.00 342.43

27,812.13

9,430,000.00 603,520.00

8,000.00 1,600.00

8,000.00 2,400.00

27,600.00 110,400.00

65,374.00 353,019.60

75,671.00 40,862.34

55,798.00 100,436.40

85,607.00 7,704.63

1,219,942.97

9,750.00 1,462.50

2,000.00 1,000.00

8,000.00 1,200.00

20,000.00 6,000.00

8,000.00 1,200.00

6,500.00 325

65,374.00 16,343.50

75,671.00 1,891.78

55,798.00 11,159.60

85,607.00 856.07

41,438.45

9,750.00 1,950.00

2,000.00 1,000.0050,000.00 5,000.00

50,000.00 10,000.00

9,000.00 135

65,374.00 16,343.50

75,671.00 1,891.78

55,798.00 11,159.60

85,607.00 856.07

48,335.95


18/18

50,000.00 6,250.00

20,000.00 4,000.00

2,000.00 1,000.00

9,000.00 135

65,374.00 18,304.72

75,671.00 2,270.13

55,798.00 8,927.68

85,607.00 856.07

41,743.60

rab bangunan dan tanah

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