RAB Gedung Kantor

54
DAFTAR HARGA SATUAN BAHAN No Jenis bahan Satuan Harga satuan Keterangan A AGREGAT KASAR,BAHAN PEREKAT DAN BAHAN JADI 1 Pasir urug 160,000.00 2 Pasir pasang / Pasir beton 310,000.00 3 Tanah urug 110,000.00 4 Kerikil 420,000.00 5 Batu gunung 270,000.00 6 Batu bata bh 1,200.00 7 Semen @ 50 kg kg 1,500.00 8 Semen warna kg 1,800.00 9 Pancang Mini Pile 32 P m1 750,000.00 B BAHAN FINISHING 1 Cat meni kg 25,000.00 2 Cat tembok danabrite kg 48,000.00 3 Cat tembok danashield kg 70,000.00 4 Cat dasar dinding kg 30,000.00 5 Cat dasar kayu kg 28,000.00 6 Cat kilap kayu aftelak kg 40,000.00 7 Cat Melamik kg 75,000.00 8 Pewarna kg 5,000.00 9 Sanding kg 30,000.00 10 Thinner ltr 25,000.00 11 Plamur tembok kg 42,000.00 12 Dempul kayu kg 28,000.00 13 Lem kayu kg 14,000.00 14 Kertas gosok ( amplas ) lbr 4,000.00 15 Minyak bekisting ltr 30,000.00 16 Cat Epoxy ltr 65,000.00 17 Coating Jadi 45,000.00 C BAHAN KAYU 1 Kayu meranti 2,400,000.00 2 Papan Bengkirai 4,000,000.00 3 Papan ulin 4,300,000.00 4 Kayu kapur 3,400,000.00 5 Balok Bengkirai 4,000,000.00 6 Balok ulin 4,100,000.00 7 Teakwood 6 mm lbr 140,000.00 8 Plywood 4 mm lbr 85,000.00 9 Plywood 9 mm lbr 140,000.00 10 Multiplek 12 mm lbr 190,000.00 11 Kayu bekisting 3,100,000.00 12 Kayu galam btg 14,000.00 13 Daun pintu panil bengkirai unit 950,000.00 14 Daun pintu panil ulin unit 950,000.00 15 Kusen Aluminium 185,000.00 16 Daun pintu Double panil bengkirai unit 1,100,000.00 17 Daun pintu kaca Tempered 12 mm + accessories unit 4,500,000.00 18 Daun pintu bengkirai + kaca clear 5 mm unit 1,500,000.00 19 Daun jendela aluminium + kaca Stopsol 5 mm ( 60 x 140 ) unit 575,000.00 20 Daun pintu Panil ( Untuk pintu shaft ) unit 350,000.00 20 Daun pintu lemari + accessories unit 250,000.00 m 3 m 3 m 3 m 3 m 3 m 2 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 1

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Transcript of RAB Gedung Kantor

Page 1: RAB Gedung Kantor

DAFTAR HARGA SATUAN BAHAN

No Jenis bahan Satuan Harga satuan Keterangan

A AGREGAT KASAR,BAHAN PEREKAT DAN BAHAN JADI

1 Pasir urug 160,000.00

2 Pasir pasang / Pasir beton 310,000.00

3 Tanah urug 110,000.00

4 Kerikil 420,000.00

5 Batu gunung 270,000.00 6 Batu bata bh 1,200.00 7 Semen @ 50 kg kg 1,500.00 8 Semen warna kg 1,800.00 9 Pancang Mini Pile 32 P m1 750,000.00

B BAHAN FINISHING1 Cat meni kg 25,000.00 2 Cat tembok danabrite kg 48,000.00 3 Cat tembok danashield kg 70,000.00 4 Cat dasar dinding kg 30,000.00 5 Cat dasar kayu kg 28,000.00 6 Cat kilap kayu aftelak kg 40,000.00 7 Cat Melamik kg 75,000.00 8 Pewarna kg 5,000.00 9 Sanding kg 30,000.00

10 Thinner ltr 25,000.00 11 Plamur tembok kg 42,000.00 12 Dempul kayu kg 28,000.00 13 Lem kayu kg 14,000.00 14 Kertas gosok ( amplas ) lbr 4,000.00 15 Minyak bekisting ltr 30,000.00 16 Cat Epoxy ltr 65,000.00

17 Coating Jadi 45,000.00

C BAHAN KAYU

1 Kayu meranti 2,400,000.00

2 Papan Bengkirai 4,000,000.00

3 Papan ulin 4,300,000.00

4 Kayu kapur 3,400,000.00

5 Balok Bengkirai 4,000,000.00

6 Balok ulin 4,100,000.00 7 Teakwood 6 mm lbr 140,000.00 8 Plywood 4 mm lbr 85,000.00 9 Plywood 9 mm lbr 140,000.00

10 Multiplek 12 mm lbr 190,000.00

11 Kayu bekisting 3,100,000.00 12 Kayu galam btg 14,000.00 13 Daun pintu panil bengkirai unit 950,000.00 14 Daun pintu panil ulin unit 950,000.00

15 Kusen Aluminium 185,000.00 16 Daun pintu Double panil bengkirai unit 1,100,000.00 17 Daun pintu kaca Tempered 12 mm + accessories unit 4,500,000.00 18 Daun pintu bengkirai + kaca clear 5 mm unit 1,500,000.00 19 Daun jendela aluminium + kaca Stopsol 5 mm ( 60 x 140 ) unit 575,000.00 20 Daun pintu Panil ( Untuk pintu shaft ) unit 350,000.00 20 Daun pintu lemari + accessories unit 250,000.00

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No Jenis bahan Satuan Harga satuan Keterangan

D BAHAN LANTAI, ATAP DAN PELAPIS DINDING1 Atap Genteng Metal model Minimalis bh 70,000.00 2 Bubungan genteng metal type C model Minimalis bh 45,000.00

3 Aluminium foil / sisalation ( double side,1,25 x60 m ) 12,000.00

4 Seng plat lebar 90 cm 15,000.00

5 Fiber Cement 0.8/10 cm 75,000.00

6 Fiber Cement 1/25 cm 85,000.00

7 Pasang plafond Gypsum 9 mm + rangka baja ringan 180,000.00

8 Pasang plafond Calsium Silikat 4 mm + rangka baja ringan 170,000.00

9 Pasang plafond Spandrill + rangka baja ringan 220,000.00 10 Homogenius Tile 40 x 40 cm bh 30,000.00 11 Homogenius Tile 40 x 40 cm (Anti Licin) bh 35,000.00 12 Homogenius Tile 20 x 40 cm bh 12,000.00 13 Homogenius Tile 20 x 40 cm (Anti Licin) bh 15,000.00

14 Pasang Keramik Mozaik 40 x 40 cm Type I 350,000.00

15 Pasang Keramik Mozaik 40 x 40 cm Type II 320,000.00

16 Pasang Keramik Mozaik 40 x 40 cm Type III 300,000.00

17 Batu Alam Alur Andesit 20/40 cm 280,000.00 18 Granito Tile 40/40 cm bh 35,000.00 19 Keramik lantai 30/30 cm ( Anti Licin ) bh 8,500.00 20 Keramik dinding 30/30 cm bh 7,500.00 21 Keramik lantai dan dinding 20/20 cm bh 3,000.00 22 Step noising 5/20 cm bh 5,000.00

23 Cor Coral sikat warna 350,000.00 24 Plint keramik dinding 10/30 cm bh 3,500.00 25 Gypsum Board 9 mm lbr 85,000.00

26 Lapisan Glasswool 120,000.00

27 Sungkai Wood 150,000.00

28 Wallpaper 85,000.00

29 List Acitrap 1,5 x 7 cm 15,000.00

30 Plint kayu bengkirai 2 x 10 cm 20,000.00

29 List cornece gypsum C24 ( 8 - 10 ) 25,000.00

30 Benangan plesteran 75,000.00

31 Parit dari pasangan bata 1 : 4 diplester 200,000.00 32 Bak kontrol parit dari pasangan bata 1 : 4 unit 250,000.00

E BAHAN LOGAM DAN PAKU1 Paku Biasa kg 20,000.00 2 Paku Gypsum kg 35,000.00 3 Besi beton polos/ulir kg 21,000.00 4 Kawat bendrat kg 25,000.00

5 Rangka atap baja ringan 250,000.00

6 Besi Hollow 10,000.00 7 Ornamen dari besi Hollow unit 450,000.00

F BAHAN KUNCI,PENGGANTUNG DAN KACA1 Door closer bh 175,000.00 2 Engsel pintu kuningan 5" psg 32,000.00 3 Door Holder psg 200,000.00 4 Kunci tanam 2 slaag psg 125,000.00 5 Kunci tanam 1 slaag psg 110,000.00 6 Expagnolet psg 65,000.00

7 Kaca Stopsol 8 mm 285,000.00

8 Kaca mati buram ( es ) 5 mm 210,000.00

9 Kaca bening 5 mm + Sticker sandblast 250,000.00

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No Jenis bahan Satuan Harga satuan Keterangan

G BAHAN LISTRIK1 Lampu baret 25 watt unit 120,000.00 2 Lampu Box Tanam 2 x 36 watt unit 320,000.00 3 Lampu Box Tanam 2 x 18 watt unit 250,000.00 4 Lampu TL1 x 36 watt unit 150,000.00 5 Lampu VShafe 1 x 36 watt unit 120,000.00 6 Lampu Downlight 13 watt unit 85,000.00 7 Lampu Downlight 7 watt unit 65,000.00 8 Saklar ganda bh 30,000.00 9 Saklar tunggal bh 15,000.00

10 Stop kontak bh 30,000.00 11 Stop kontak AC bh 45,000.00 12 AC Split 1 PK + Instalasi unit 5,000,000.00 13 Pasang Celling Speaker + Instalasi unit 400,000.00 14 Box Panel Lengkap unit 7,500,000.00

H BAHAN SANITASI1 Kloset duduk + shower ( Toto ) unit 1,850,000.00 2 Washtafel unit 550,000.00 3 Urinoir unit 750,000.00 4 Kran air bh 30,000.00 5 Floor drain bh 30,000.00 6 Bak air pas. Bata lapis keramik unit 850,000.00 7 Shower + instalasi unit 450,000.00 8 Kak cuci piring/KitchenZink + instalasi unit 450,000.00 9 Septictank + peresapan unit 10,000,000.00

10 Tempat sabun ( Keramik ) unit 75,000.00 11 Tempat Tissu ( Stainless ) unit 150,000.00 12 Profil Tank 2000 ltr unit 2,500,000.00 13 Pompa + instalasi unit 3,500,000.00 14 Rumah Pompa unit 1,000,000.00 15 Roof Drain + instalasi unit 85,000.00

16 Pipa PVC AW 4" 35,000.00

17 Pipa PVC AW 3" 28,500.00

18 Pipa PVC AW 2" 15,000.00

19 Pipa PVC AW 3/4" 10,000.00

20 Pipa PVC AW 0.5" 8,000.00

DAFTAR HARGA SATUAN UPAH

No Jenis bahan Satuan Harga satuan Keterangan

1 Mandor Org/Hari 90,000.00 2 Kepala Tukang Org/Hari 85,000.00 3 Tukang Org/Hari 80,000.00 4 Pekerja Org/Hari 65,000.00

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DAFTAR ANALISIS

Satuan Kerja 0

Kegiatan 0

Pekerjaan 0

0

Sub Pekerjaan 0

Lokasi 0

NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

A PEKERJAAN PASIR DAN TANAH1 Pengukuran dan Pasang Bouwplank

0.0120 m³ Balok kayu bengkirai 4,000,000.00 48,000.00 48,000.00 0.0070 m³ Papan kayu meranti 2,400,000.00 16,800.00 16,800.00 0.0200 kg Paku 20,000.00 400.00 400.00 0.1000 Oh Tukang kayu 80,000.00 8,000.00 8,000.00 0.0100 Oh Kepala tukang kayu 85,000.00 850.00 850.00 0.1000 Oh Pekerja 65,000.00 6,500.00 6,500.00 0.0050 Oh Mador 90,000.00 450.00 450.00

Jumlah 15,800.00 65,200.00 81,000.00

2

0.4000 Oh Pekerja 65,000.00 26,000.00 26,000.00

0.0400 Oh Mandor 90,000.00 3,600.00 3,600.00

Jumlah 29,600.00 29,600.00

3

0.1920 Oh Pekerja 65,000.00 12,480.00 12,480.00

0.0190 Oh Mandor 90,000.00 1,710.00 1,710.00

Jumlah 14,190.00 14,190.00

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1.2000 Pasir Urug 160,000.00 192,000.00 192,000.00

0.3000 Oh Pekerja 65,000.00 19,500.00 19,500.00

0.0100 Oh Mandor 90,000.00 900.00 900.00

Jumlah 20,400.00 192,000.00 212,400.00

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1.2000 Tanah urug 110,000.00 132,000.00 132,000.00

0.3000 Oh Pekerja 65,000.00 19,500.00 19,500.00

0.0100 Oh Mandor 90,000.00 900.00 900.00

Jumlah 20,400.00 132,000.00 152,400.00

6 1 Titik pancang Mini Pile 32 P tinggi 6 m

6.0000 Mini Pile 32 P 750,000.00 4,500,000.00 4,500,000.00

1.0000 Mobilisasi 150,000.00 150,000.00 150,000.00

1.0000 Upah Pemancangan 150,000.00 150,000.00 150,000.00

Jumlah 300,000.00 4,500,000.00 4,800,000.00

B PEKERJAAN PONDASI, DINDING DAN LANTAI

1

55.0000 Bj Batu bata 1,200.00 66,000.00 66,000.00

18.9500 kg Semen @ 50 kg 1,500.00 28,425.00 28,425.00

0.0380 Pasir pasang 310,000.00 11,780.00 11,780.00

0.1000 Oh Tukang 80,000.00 8,000.00 8,000.00

0.0100 Oh Kepala tukang 85,000.00 850.00 850.00

0.3000 Oh Pekerja 65,000.00 19,500.00 19,500.00

0.0150 Oh Mandor 90,000.00 1,350.00 1,350.00

Jumlah 29,700.00 106,205.00 135,905.00

1 m3 Galian Tanah

1 m3 Urugan Tanah Kembali

1 m3 Urugan Pasir

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NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

2

55.0000 bh Batu bata 1,200.00 66,000.00 66,000.00

11.5000 kg Semen @ 50 kg 1,500.00 17,250.00 17,250.00

0.0430 Pasir pasang 310,000.00 13,330.00 13,330.00

0.1000 Oh Tukang 80,000.00 8,000.00 8,000.00

0.0100 Oh Kepala tukang 85,000.00 850.00 850.00

0.3200 Oh Pekerja 65,000.00 20,800.00 20,800.00

0.0150 Oh Mandor 90,000.00 1,350.00 1,350.00

Jumlah 31,000.00 96,580.00 127,580.00

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112.0000 bh Batu bata 1,200.00 134,400.00 134,400.00

23.0000 kg Semen @ 50 kg 1,500.00 34,500.00 34,500.00

0.0860 Pasir pasang 310,000.00 26,660.00 26,660.00

0.2200 Oh Tukang 80,000.00 17,600.00 17,600.00

0.0100 Oh Kepala tukang 85,000.00 850.00 850.00

0.6100 Oh Pekerja 65,000.00 39,650.00 39,650.00

0.0150 Oh Mandor 90,000.00 1,350.00 1,350.00

Jumlah 59,450.00 195,560.00 255,010.00

4

0.0200 Pasir pasang 310,000.00 6,200.00 6,200.00

10.2240 kg Semen @ 50 kg 1,500.00 15,336.00 15,336.00

0.1500 Oh Tukang 80,000.00 12,000.00 12,000.00

0.0150 Oh Kepala tukang 85,000.00 1,275.00 1,275.00

0.3000 Oh Pekerja 65,000.00 19,500.00 19,500.00

0.0150 Oh Mandor 90,000.00 1,350.00 1,350.00

Jumlah 34,125.00 21,536.00 55,661.00

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0.0240 Pasir pasang 310,000.00 7,440.00 7,440.00

6.2400 kg Semen @ 50 kg 1,500.00 9,360.00 9,360.00

0.1500 Oh Tukang 80,000.00 12,000.00 12,000.00

0.0150 Oh Kepala tukang 85,000.00 1,275.00 1,275.00

0.3000 Oh Pekerja 65,000.00 19,500.00 19,500.00

0.0150 Oh Mandor 90,000.00 1,350.00 1,350.00

Jumlah 34,125.00 16,800.00 50,925.00

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0.0320 Pasir pasang 310,000.00 9,920.00 9,920.00

8.3200 kg Semen @ 50 kg 1,500.00 12,480.00 12,480.00

0.2000 Oh Tukang 80,000.00 16,000.00 16,000.00

0.0200 Oh Kepala tukang 85,000.00 1,700.00 1,700.00

0.4000 Oh Pekerja 65,000.00 26,000.00 26,000.00

0.0220 Oh Mandor 90,000.00 1,980.00 1,980.00

Jumlah 45,680.00 22,400.00 68,080.00

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3.2500 kg Semen @ 50 kg 1,500.00 4,875.00 4,875.00

0.1000 Oh Tukang 80,000.00 8,000.00 8,000.00

0.0100 Oh Kepala tukang 85,000.00 850.00 850.00

0.2000 Oh Pekerja 65,000.00 13,000.00 13,000.00

0.0100 Oh Mandor 90,000.00 900.00 900.00

Jumlah 22,750.00 4,875.00 27,625.00

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6.6300 bh Homogenius Tile 40/40 cm 30,000.00 198,900.00 198,900.00

9.8000 kg Semen @ 50 kg 1,500.00 14,700.00 14,700.00

0.0450 Pasir pasang 310,000.00 13,950.00 13,950.00

1.3000 kg Semen warna 1,800.00 2,340.00 2,340.00

0.1250 Oh Tukang 80,000.00 10,000.00 10,000.00

0.0130 Oh Kepala tukang 85,000.00 1,105.00 1,105.00

0.0130 Oh Mandor 90,000.00 1,170.00 1,170.00

0.2500 Oh Pekerja 65,000.00 16,250.00 16,250.00

Jumlah 28,525.00 229,890.00 258,415.00

1 m2 Pasangan 1/2 batu bata 1 : 4

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1 m2 Pasangan 1 batu bata 1 : 4

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1 m2 Plesteran 1 : 2, tebal 15 mm

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1 m2 Plesteran 1 : 4, tebal 15 mm

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1 m2 Plesteran 1 : 4, tebal 20 mm

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1 m2 Homogenius Tile 40/40 cm

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NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

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6.6300 bh Homogenius Tile 40/40 cm (Anti Licin) 35,000.00 232,050.00 232,050.00

9.8000 kg Semen @ 50 kg 1,500.00 14,700.00 14,700.00

0.0450 Pasir pasang 310,000.00 13,950.00 13,950.00

1.3000 kg Semen warna 1,800.00 2,340.00 2,340.00

0.1250 Oh Tukang 80,000.00 10,000.00 10,000.00 10,000.00

0.0130 Oh Kepala tukang 85,000.00 1,105.00 1,105.00 1,105.00

0.0130 Oh Mandor 90,000.00 1,170.00 1,170.00 1,170.00

0.2500 Oh Pekerja 65,000.00 16,250.00 16,250.00 16,250.00

Jumlah 28,525.00 291,565.00 291,565.00

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12.5000 bh Homogenius Tile 20/40 cm 12,000.00 150,000.00 150,000.00

9.7000 kg Semen @ 50 kg 1,500.00 14,550.00 14,550.00

0.0450 Pasir pasang 310,000.00 13,950.00 13,950.00

1.6200 kg Semen warna 1,800.00 2,916.00 2,916.00

0.3500 Oh Tukang 80,000.00 28,000.00 28,000.00 28,000.00

0.0350 Oh Kepala tukang 85,000.00 2,975.00 2,975.00 2,975.00

0.0350 Oh Mandor 90,000.00 3,150.00 3,150.00 3,150.00

0.7000 Oh Pekerja 65,000.00 45,500.00 45,500.00 45,500.00

Jumlah 79,625.00 261,041.00 261,041.00

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12.5000 bh Homogenius Tile 40/40 cm (Anti Licin) 15,000.00 187,500.00 187,500.00

9.7000 kg Semen @ 50 kg 1,500.00 14,550.00 14,550.00

0.0450 Pasir pasang 310,000.00 13,950.00 13,950.00

1.6200 kg Semen warna 1,800.00 2,916.00 2,916.00

0.3500 Oh Tukang 80,000.00 28,000.00 28,000.00 28,000.00

0.0350 Oh Kepala tukang 85,000.00 2,975.00 2,975.00 2,975.00

0.0350 Oh Mandor 90,000.00 3,150.00 3,150.00 3,150.00

0.7000 Oh Pekerja 65,000.00 45,500.00 45,500.00 45,500.00

Jumlah 79,625.00 298,541.00 298,541.00

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1.0500 Batu alam alur andesit 20/40 cm 280,000.00 294,000.00 294,000.00

11.7530 kg Semen @ 50 kg 1,500.00 17,629.50 17,629.50

0.0350 Pasir pasang 310,000.00 10,850.00 10,850.00

1.0000 Coating 45,000.00 45,000.00 45,000.00

0.3500 Oh Tukang 80,000.00 28,000.00 28,000.00

0.0350 Oh Kepala tukang 85,000.00 2,975.00 2,975.00

0.0300 Oh Mandor 90,000.00 2,700.00 2,700.00

0.6200 Oh Pekerja 65,000.00 40,300.00 40,300.00

Jumlah 73,975.00 367,479.50 441,454.50

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6.2500 bh Granito Tile 40/40 cm 35,000.00 218,750.00 218,750.00

9.9000 kg Semen @ 50 kg 1,500.00 14,850.00 14,850.00

1.5000 kg semen warna 1,800.00 2,700.00 2,700.00

0.0420 Pasir pasang 310,000.00 13,020.00 13,020.00

0.3500 Oh Tukang 80,000.00 28,000.00 28,000.00

0.0350 Oh Kepala tukang 85,000.00 2,975.00 2,975.00

0.0300 Oh Mandor 90,000.00 2,700.00 2,700.00

0.6200 Oh Pekerja 65,000.00 40,300.00 40,300.00

Jumlah 86,995.00 236,300.00 323,295.00

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11.0000 bh Keramik lantai 30/30 cm ( Anti Licin ) 8,500.00 93,500.00 93,500.00

9.9000 kg Semen @ 50 kg 1,500.00 14,850.00 14,850.00

0.0420 Pasir pasang 310,000.00 13,020.00 13,020.00

1.5000 kg Semen warna 1,800.00 2,700.00 2,700.00

0.3500 Oh Tukang 80,000.00 28,000.00 28,000.00

0.0350 Oh Kepala tukang 85,000.00 2,975.00 2,975.00

0.0300 Oh Mandor 90,000.00 2,700.00 2,700.00

0.6200 Oh Pekerja 65,000.00 40,300.00 40,300.00

Jumlah 73,975.00 124,070.00 198,045.00

1 m2 Homogenius Tile 40/40 cm (Anti Licin)

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1 m2 Homogenius Tile 20/40 cm

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1 m2 Keramik lantai 30/30 cm ( Anti Licin )

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NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

15

11.0000 bh Keramik Dinding 30/30 cm 7,500.00 82,500.00 82,500.00

9.9000 kg Semen @ 50 kg 1,500.00 14,850.00 14,850.00

0.0420 Pasir pasang 310,000.00 13,020.00 13,020.00

1.5000 kg Semen warna 1,800.00 2,700.00 2,700.00

0.3500 Oh Tukang 80,000.00 28,000.00 28,000.00

0.0350 Oh Kepala tukang 85,000.00 2,975.00 2,975.00

0.0300 Oh Mandor 90,000.00 2,700.00 2,700.00

0.6200 Oh Pekerja 65,000.00 40,300.00 40,300.00

Jumlah 73,975.00 113,070.00 187,045.00

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26.5000 bh Keramik Dinding 20/20 cm 3,000.00 79,500.00 79,500.00

10.4000 kg Semen @ 50 kg 1,500.00 15,600.00 15,600.00

0.0450 Pasir pasang 310,000.00 13,950.00 13,950.00

1.6200 kg Semen warna 1,800.00 2,916.00 2,916.00

0.3500 Oh Tukang 80,000.00 28,000.00 28,000.00

0.0350 Oh Kepala tukang 85,000.00 2,975.00 2,975.00

0.0350 Oh Mandor 90,000.00 3,150.00 3,150.00

0.7000 Oh Pekerja 65,000.00 45,500.00 45,500.00

Jumlah 79,625.00 111,966.00 191,591.00

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3.4000 bh Plint keramik 10/30 cm 3,500.00 11,900.00 11,900.00

1.1400 kg Semen @ 50 kg 1,500.00 1,710.00 1,710.00

0.0030 Pasir pasang 310,000.00 930.00 930.00

0.1000 kg Semen warna 1,500.00 150.00 150.00

0.0900 Oh Tukang 80,000.00 7,200.00 7,200.00

0.0090 Oh Kepala tukang 85,000.00 765.00 765.00

0.0050 Oh Mandor 90,000.00 450.00 450.00

0.0900 Oh Pekerja 65,000.00 5,850.00 5,850.00

Jumlah 14,265.00 14,690.00 28,955.00

C PEKERJAAAN BETON BERTULANG

1

0.5200 Pasir pasang 310,000.00 161,200.00 161,200.00

218.0000 kg Semen @ 50 kg 1,500.00 327,000.00 327,000.00

0.8700 Koral beton 420,000.00 365,400.00 365,400.00

0.2500 Oh Tukang 80,000.00 20,000.00 20,000.00

0.0250 Oh Kepala tukang 85,000.00 2,125.00 2,125.00

0.0800 Oh Mandor 90,000.00 7,200.00 7,200.00

1.6500 Oh Pekerja 65,000.00 107,250.00 107,250.00

Jumlah 136,575.00 853,600.00 990,175.00

2

0.5400 Pasir pasang 310,000.00 167,400.00 167,400.00

336.0000 kg Semen @ 50 kg 1,500.00 504,000.00 504,000.00

0.8100 Koral beton 420,000.00 340,200.00 340,200.00

0.3500 Oh Tukang 80,000.00 28,000.00 28,000.00

0.0350 Oh Kepala tukang 85,000.00 2,975.00 2,975.00

1.0000 Oh Mandor 90,000.00 90,000.00 90,000.00

2.0000 Oh Pekerja 65,000.00 130,000.00 130,000.00

Jumlah 250,975.00 1,011,600.00 1,262,575.00

3

0.0450 Kayu bekisting 3,100,000.00 139,500.00 139,500.00

0.3000 kg Paku 20,000.00 6,000.00 6,000.00

0.1000 ltr Minyak bekisting 30,000.00 3,000.00 3,000.00

0.2600 Oh Tukang 80,000.00 20,800.00 20,800.00

0.0260 Oh Kepala tukang 85,000.00 2,210.00 2,210.00

0.0050 Oh Mandor 90,000.00 450.00 450.00

0.3000 Oh Pekerja 65,000.00 19,500.00 19,500.00

Jumlah 42,960.00 148,500.00 191,460.00

1 m2 Keramik dinding 30/30 cm

m3

1 m2 Keramik dinding dan lantai 20/20 cm

m3

1 m1 Plint keramik 10/30 cm

m3

1 m3 Adukan beton 1 Pc : 3 Ps : 5 Krl

m3

m3

1 m3 Adukan Beton 1 Pc : 2 Ps : 3 Krl

m3

m3

1 m2 Pasang bekisting untuk sloof

m3

Page 8: RAB Gedung Kantor

NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

4

0.0400 Kayu bekisting 3,100,000.00 124,000.00 124,000.00

0.4000 kg Paku 20,000.00 8,000.00 8,000.00

0.2000 ltr Minyak bekisting 30,000.00 6,000.00 6,000.00

0.0150 Balok kayu meranti 2,400,000.00 36,000.00 36,000.00

0.3500 lbr Plywood 9 mm 140,000.00 49,000.00 49,000.00

2.0000 btg Kayu galam 14,000.00 28,000.00 28,000.00

0.3300 Oh Tukang 80,000.00 26,400.00 26,400.00

0.0330 Oh Kepala tukang 85,000.00 2,805.00 2,805.00

0.0060 Oh Mandor 90,000.00 540.00 540.00

0.3000 Oh Pekerja 65,000.00 19,500.00 19,500.00

Jumlah 49,245.00 251,000.00 300,245.00

5

0.0400 Kayu bekisting 3,100,000.00 124,000.00 124,000.00

0.4000 kg Paku 20,000.00 8,000.00 8,000.00

0.2000 ltr Minyak bekisting 30,000.00 6,000.00 6,000.00

0.0180 Balok kayu meranti 2,400,000.00 43,200.00 43,200.00

0.3500 lbr Plywood 9 mm 140,000.00 49,000.00 49,000.00

2.0000 btg Kayu galam 14,000.00 28,000.00 28,000.00

0.3300 Oh Tukang 80,000.00 26,400.00 26,400.00

0.0330 Oh Kepala tukang 85,000.00 2,805.00 2,805.00

0.0060 Oh Mandor 90,000.00 540.00 540.00

0.3200 Oh Pekerja 65,000.00 20,800.00 20,800.00

Jumlah 50,545.00 258,200.00 308,745.00

6

0.0400 Kayu bekisting 3,100,000.00 124,000.00 124,000.00

0.4000 kg Paku 20,000.00 8,000.00 8,000.00

0.2000 ltr Minyak bekisting 30,000.00 6,000.00 6,000.00

0.0150 Balok kayu meranti 2,400,000.00 36,000.00 36,000.00

0.3500 lbr Plywood 9 mm 140,000.00 49,000.00 49,000.00

6.0000 btg Kayu galam 14,000.00 84,000.00 84,000.00

0.3300 Oh Tukang 80,000.00 26,400.00 26,400.00

0.0330 Oh Kepala tukang 85,000.00 2,805.00 2,805.00

0.0060 Oh Mandor 90,000.00 540.00 540.00

0.3200 Oh Pekerja 65,000.00 20,800.00 20,800.00

Jumlah 50,545.00 307,000.00 357,545.00

7

0.0300 Kayu bekisting 3,100,000.00 93,000.00 93,000.00

0.4000 kg Paku 20,000.00 8,000.00 8,000.00

0.1500 ltr Minyak bekisting 30,000.00 4,500.00 4,500.00

0.0150 Balok kayu meranti 2,400,000.00 36,000.00 36,000.00

0.3500 lbr Plywood 9 mm 140,000.00 49,000.00 49,000.00

2.0000 btg Kayu galam 14,000.00 28,000.00 28,000.00

0.3300 Oh Tukang 80,000.00 26,400.00 26,400.00 26,400.00

0.0330 Oh Kepala tukang 85,000.00 2,805.00 2,805.00 2,805.00

0.0060 Oh Mandor 90,000.00 540.00 540.00 540.00

0.3200 Oh Pekerja 65,000.00 20,800.00 20,800.00 20,800.00

Jumlah 50,545.00 269,045.00 269,045.00

8 1 kg pembesian dengan beton polos / ulir

1.0500 kg Besi beton 21,000.00 22,050.00 22,050.00

0.0150 kg Kawat beton 25,000.00 375.00 375.00

0.0070 Oh Tukang 80,000.00 560.00 560.00

0.0007 Oh Kepala tukang 85,000.00 59.50 59.50

0.0070 Oh Pekerja 65,000.00 455.00 455.00

0.0003 Oh Mandor 90,000.00 27.00 27.00

Jumlah 1,101.50 22,425.00 23,526.50

9

1.0000 ( 1 ) Pek. Beton 1 : 3 : 5 990,175.00 990,175.00

77.2860 kg ( 8 ) Pembesian beton 23,526.50 1,818,269.08

1 m2 Pasang bekisting untuk kolom

m3

m3

1 m2 Pasang bekisting untuk balok

m3

m3

1 m2 Pasang bekisting untuk lantai

m3

m3

1 m2 Pasang bekisting untuk tangga

m3

m3

1 m3 Cor beton rabat + Penulangan

m3

Page 9: RAB Gedung Kantor

Jumlah 2,808,444.08

NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

10

0.0260 Pasir pasang 310,000.00 8,060.00 8,060.00

10.0000 kg Semen @ 50 kg 1,500.00 15,000.00 15,000.00

0.0440 Koral beton 420,000.00 18,480.00 18,480.00

0.0200 Oh Tukang 80,000.00 1,600.00 1,600.00

0.0020 Oh Kepala tukang 85,000.00 170.00 170.00

0.0060 Oh Mandor 90,000.00 540.00 540.00

1.1500 Oh Pekerja 65,000.00 74,750.00 74,750.00

Jumlah 77,060.00 41,540.00 118,600.00

11 Cor beton bertulang Pile Cab 60 x 124 cm ( Type A )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

4.9500 ( 3 ) Pek. Pasangan bekisting Sloof 191,460.00 947,727.00

155.9910 kg ( 8 ) Pembesian beton 23,526.50 3,669,922.26

Jumlah 5,880,224.26

12 Cor beton bertulang Pile Cab 60 x 60 cm ( Type B )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

6.6700 ( 3 ) Pek. Pasangan bekisting Sloof 191,460.00 1,277,038.20

193.5560 kg ( 8 ) Pembesian beton 23,526.50 4,553,695.23

Jumlah 7,093,308.43

13 Cor beton bertulang Sloof 30/50 cm ( S1 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

6.6670 ( 3 ) Pek. Pasangan bekisting Sloof 191,460.00 1,276,463.82

146.9500 kg ( 8 ) Pembesian beton 23,526.50 3,457,219.18

Jumlah 5,996,258.00

14 Cor beton bertulang Sloof 25/50 cm ( S2 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

6.6670 ( 3 ) Pek. Pasangan bekisting Sloof 191,460.00 1,276,463.82

172.8850 kg ( 8 ) Pembesian beton 23,526.50 4,067,378.95

Jumlah 6,606,417.77

15 Cor beton bertulang Sloof 20/30 cm ( S3 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

10.0000 ( 3 ) Pek. Pasangan bekisting Sloof 191,460.00 1,914,600.00

218.9860 kg ( 8 ) Pembesian beton 23,526.50 5,151,974.13

Jumlah 8,329,149.13

16 Cor beton bertulang Sloof 15/30 cm ( S4 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

13.3300 ( 3 ) Pek. Pasangan bekisting Sloof 191,460.00 2,552,161.80

210.6500 kg ( 8 ) Pembesian beton 23,526.50 4,955,857.23

Jumlah 8,770,594.03

17 Cor beton bertulang Sloof 15/25 cm ( S5 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

13.3300 ( 3 ) Pek. Pasangan bekisting Sloof 191,460.00 2,552,161.80

180.0370 kg ( 8 ) Pembesian beton 23,526.50 4,235,640.48

Jumlah 8,050,377.28

18 Cor beton bertulang Kolom 45/45 cm ( K1 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

8.8900 ( 4 ) Pek. Pasangan bekisting Kolom 300,245.00 2,669,178.05

128.7030 kg ( 8 ) Pembesian beton 23,526.50 3,027,931.13

Jumlah 6,959,684.18

19 Cor beton bertulang Kolom 30/45 cm ( K2 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

11.1100 ( 4 ) Pek. Pasangan bekisting Kolom 300,245.00 3,335,721.95

120.2270 kg ( 8 ) Pembesian beton 23,526.50 2,828,520.52

Jumlah 7,426,817.47

20 Cor beton bertulang Kolom 30/30 cm ( K3 )

1 m2 Adukan beton tumbuk 1 Pc : 3 Ps : 5 Krl,untuk lantai kerja

m3

m3

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

Page 10: RAB Gedung Kantor

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

13.3300 ( 4 ) Pek. Pasangan bekisting Kolom 300,245.00 4,002,265.85

260.7880 kg ( 8 ) Pembesian beton 23,526.50 6,135,428.88

Jumlah 11,400,269.73

NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

21 Cor beton bertulang Kolom 10/20 cm ( K4 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

15.0000 ( 4 ) Pek. Pasangan bekisting Kolom 300,245.00 4,503,675.00

296.3730 kg ( 8 ) Pembesian beton 23,526.50 6,972,619.38

Jumlah 12,738,869.38

22 Cor beton bertulang Kolom Praktis 10/10 cm ( BP )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

7.1400 ( 5 ) Pek. Pasangan bekisting Balok 308,745.00 2,204,439.30

110.0000 kg ( 8 ) Pembesian beton 23,526.50 2,587,915.00

Jumlah 6,054,929.30

23 Cor beton bertulang Balok 30/50 cm ( B1 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

8.6700 ( 5 ) Pek. Pasangan bekisting Balok 308,745.00 2,676,819.15

145.5110 kg ( 8 ) Pembesian beton 23,526.50 3,423,364.54

Jumlah 7,362,758.69

24 Cor beton bertulang Balok 25/50 cm ( B2 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

10.0000 ( 5 ) Pek. Pasangan bekisting Balok 308,745.00 3,087,450.00

171.1580 kg ( 8 ) Pembesian beton 23,526.50 4,026,748.69

Jumlah 8,376,773.69

25 Cor beton bertulang Balok Bordes 25/45 cm ( B3 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

10.2200 ( 5 ) Pek. Pasangan bekisting Balok 308,745.00 3,155,373.90

186.3360 kg ( 8 ) Pembesian beton 23,526.50 4,383,833.90

Jumlah 8,801,782.80

26 Cor beton bertulang Balok 25/40cm ( B4 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

10.5000 ( 5 ) Pek. Pasangan bekisting Balok 308,745.00 3,241,822.50

205.3090 kg ( 8 ) Pembesian beton 23,526.50 4,830,202.19

Jumlah 9,334,599.69

27 Cor beton bertulang Balok 20/40cm ( B5 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

12.5000 ( 5 ) Pek. Pasangan bekisting Balok 308,745.00 3,859,312.50

172.3380 kg ( 8 ) Pembesian beton 23,526.50 4,054,509.96

Jumlah 9,176,397.46

28 Cor beton bertulang Balok 20/35 cm ( B6 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

12.8600 ( 5 ) Pek. Pasangan bekisting Balok 308,745.00 3,970,460.70

177.4720 kg ( 8 ) Pembesian beton 23,526.50 4,175,295.01

Jumlah 9,408,330.71

29 Cor beton bertulang Balok 20/30 cm ( B7 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

13.3300 ( 5 ) Pek. Pasangan bekisting Balok 308,745.00 4,115,570.85

161.5870 kg ( 8 ) Pembesian beton 23,526.50 3,801,576.56

Jumlah 9,179,722.41

30 Cor beton bertulang Balok 15/30 cm ( B8 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

16.6700 ( 5 ) Pek. Pasangan bekisting Balok 308,745.00 5,146,779.15

205.8510 kg ( 8 ) Pembesian beton 23,526.50 4,842,953.55

Jumlah 11,252,307.70

31 Cor beton bertulang Balok 15/25 cm ( B9 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

17.3300 ( 5 ) Pek. Pasangan bekisting Balok 308,745.00 5,350,550.85

185.7960 kg ( 8 ) Pembesian beton 23,526.50 4,371,129.59

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

Page 11: RAB Gedung Kantor

Jumlah 10,984,255.44

32 Cor beton bertulang Balok Latai 20/15 cm ( B10 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

23.3300 ( 5 ) Pek. Pasangan bekisting Balok 308,745.00 7,203,020.85

211.9780 kg ( 8 ) Pembesian beton 23,526.50 4,987,100.42

Jumlah 13,452,696.27

NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

33 Cor beton bertulang Plat Lantai tebal 12 cm ( L1 )

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

8.3300 ( 6 ) Pek. Pasangan bekisting Lantai 357,545.00 2,978,349.85

150.5000 kg ( 8 ) Pembesian beton 23,526.50 3,540,738.25

Jumlah 7,781,663.10

34 Balok beton bertulang plat ( atap,kanopy,listplank ), t= 10 cm

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

10.0000 ( 6 ) Pek. Pasangan bekisting Lantai 357,545.00 3,575,450.00

61.7000 kg ( 8 ) Pembesian beton 23,526.50 1,451,585.05

Jumlah 6,289,610.05

35 Balok beton bertulang tangga

1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 1,262,575.00 1,262,575.00

6.6666 ( 7 ) Pek. Pasangan bekisting Tangga 269,045.00 1,793,615.40

215.0000 kg ( 8 ) Pembesian beton 23,526.50 5,058,197.50

Jumlah 8,114,387.90

D PEKERJAAN ATAP, DINDING DAN PLAFOND

1

1.6200 lbr Atap genteng metal 70,000.00 113,400.00 113,400.00

0.2000 Kg Paku 20,000.00 4,000.00 4,000.00

0.2000 Oh Tukang 80,000.00 16,000.00 16,000.00

0.0200 Oh Kep.tukang 85,000.00 1,700.00 1,700.00

0.1000 Oh Pekerja 65,000.00 6,500.00 6,500.00

0.0050 Oh Mandor 90,000.00 450.00 450.00

Jumlah 24,650.00 117,400.00 142,050.00

2

3.350 lbr Bubungan genteng metal 45,000.00 150,750.00 150,750.00

0.050 kg Paku 20,000.00 1,000.00 1,000.00

0.250 Tukang 80,000.00 20,000.00 20,000.00

0.025 Kepala tukang 85,000.00 2,125.00 2,125.00

0.013 Mandor 90,000.00 1,170.00 1,170.00

0.250 Pekerja 65,000.00 16,250.00 16,250.00

Jumlah 39,545.00 151,750.00 191,295.00

3

1.0500 Aluminium foil 12,000.00 12,600.00 12,600.00

0.0500 Oh Tukang 80,000.00 4,000.00 4,000.00

0.0050 Oh Kepala 85,000.00 425.00 425.00

0.1500 Oh Pekerja 65,000.00 9,750.00 9,750.00

0.0080 Oh Mandor 90,000.00 720.00 720.00

Jumlah 14,895.00 12,600.00 27,495.00

4

1.0500 Seng plat 15,000.00 15,750.00 15,750.00

0.0150 kg Paku 20,000.00 300.00 300.00

0.0190 Papan kayu bengkirai 4,000,000.00 76,000.00 76,000.00

0.2000 Oh Pekerja 65,000.00 13,000.00 13,000.00

0.4000 Oh Tukang 80,000.00 32,000.00 32,000.00

0.0250 Oh Kepala tukang 85,000.00 2,125.00 2,125.00

0.0100 Oh Mandor 90,000.00 900.00 900.00

Jumlah 48,025.00 92,050.00 140,075.00

5

1.1000 Fiber Cement 0.8/10 cm 75,000.00 82,500.00 82,500.00

1.1000 Fiber Cement 1/25 cm 85,000.00 93,500.00 93,500.00

0.0600 kg Paku biasa 20,000.00 1,200.00 1,200.00

0.1000 Oh Tukang 80,000.00 8,000.00 8,000.00

0.0100 Oh Kepala tukang 85,000.00 850.00 850.00

m3

m2

m3

m2

m3

m2

m3

m2

1 m2 Mengerjakan atap metal

1 m1 Pemasangan bubungan genteng metal

1 m2 Pemasangan aluminium foil

m2

1 m1 Pasang talang datar / jurai seng plat,lebar 90 cm

m1

m3

1 m1 Pasang listplank Fiber cement

m1

m1

Page 12: RAB Gedung Kantor

0.0500 Oh Mandor 90,000.00 4,500.00 4,500.00

0.1000 Oh Pekerja 65,000.00 6,500.00 6,500.00

Jumlah 19,850.00 177,200.00 197,050.00

NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

6

1.0000 List gypsum C24 ( 8 - 10 ) 25,000.00 25,000.00 25,000.00

0.2000 kg Lem gypsum 14,000.00 2,800.00 2,800.00

0.0600 Oh Tukang 80,000.00 4,800.00 4,800.00

0.0100 Oh Kepala tukang 85,000.00 850.00 850.00

0.1000 Oh Pekerja 65,000.00 6,500.00 6,500.00

0.0100 Oh Mandor 90,000.00 900.00 900.00

Jumlah 13,050.00 2,800.00 40,850.00

E PEKERJAAN KUSEN, KUNCI DAN PENGGANTUNG

1

1.1000 Balok kayu bengkirai/ulin 4,000,000.00 4,400,000.00 4,400,000.00

1.2500 kg Paku 10 cm 20,000.00 25,000.00 25,000.00

1.0000 Lem kayu 14,000.00 14,000.00 14,000.00

21.0000 Oh Tukang 80,000.00 1,680,000.00 1,680,000.00

2.1000 Oh Kepala tukang 85,000.00 178,500.00 178,500.00

0.3500 Oh Mandor 90,000.00 31,500.00 31,500.00

7.0000 Oh Pekerja 65,000.00 455,000.00 455,000.00

Jumlah 2,345,000.00 4,439,000.00 6,784,000.00

2

5.0000 Besi Hollow 10,000.00 50,000.00 50,000.00

0.7500 lbr Gypsum Board 9 mm 85,000.00 63,750.00 63,750.00

1.0000 Lapisan Glasswool 120,000.00 120,000.00 120,000.00

0.2500 kg Paku Gypsum 35,000.00 8,750.00 8,750.00

0.6500 Oh Tukang 80,000.00 52,000.00 52,000.00

0.0450 Oh Kepala tukang 85,000.00 3,825.00 3,825.00

0.2000 Oh Pekerja 65,000.00 13,000.00 13,000.00

0.0750 Oh Mandor 90,000.00 6,750.00 6,750.00

Jumlah 75,575.00 192,500.00 318,075.00

3

1.0000 Lapisan Sungkai Wood 150,000.00 150,000.00 150,000.00

0.0500 kg Paku 20,000.00 1,000.00 1,000.00

0.0750 Oh Tukang 80,000.00 6,000.00 6,000.00

0.0075 Oh Kepala tukang 85,000.00 637.50 637.50

0.0250 Oh Pekerja 65,000.00 1,625.00 1,625.00

0.0013 Oh Mandor 90,000.00 117.00 117.00

Jumlah 8,379.50 151,000.00 159,379.50

4

1.0000 List Acitrap 1.5/7 cm 15,000.00 15,000.00 15,000.00

0.0500 kg Paku 20,000.00 1,000.00 1,000.00

0.1200 Oh Tukang 80,000.00 9,600.00 9,600.00

0.0120 Oh Kepala tukang 85,000.00 1,020.00 1,020.00

0.1200 Oh Pekerja 65,000.00 7,800.00 7,800.00

0.0060 Oh Mandor 90,000.00 540.00 540.00

Jumlah 18,960.00 16,000.00 34,960.00

5

1.0000 Plint kayu bengkirai 2/10 cm 20,000.00 20,000.00 20,000.00

0.0500 kg Paku 20,000.00 1,000.00 1,000.00

0.1200 Oh Tukang 80,000.00 9,600.00 9,600.00

0.0120 Oh Kepala tukang 85,000.00 1,020.00 1,020.00

0.1200 Oh Pekerja 65,000.00 7,800.00 7,800.00

0.0060 Oh Mandor 90,000.00 540.00 540.00

Jumlah 18,960.00 21,000.00 39,960.00

6

1 m1 Pasang list gypsum C24 ( 8- 10 )

m1

1 m3 Kusen pintu dan jendela

m3

m3

1 m2 Pekerjaan pasang dinding partisi gypsum 9 mm

m1

m2

1 m2 Pekerjaan pasang Lapisan Sungkai Wood

m2

1 m1 Pekerjaan pasang list Acitrap 1.5/7 cm

m1

1 m1 Pekerjaan pasang Plint kayu bengkirai 2/10 cm

m1

1 m2 Pekerjaan pasang wallpaper, lebar 50 cm

Page 13: RAB Gedung Kantor

2.2000 Wallpaper 85,000.00 187,000.00 187,000.00

0.2500 kg Lem 14,000.00 3,500.00 3,500.00

0.1750 Oh Tukang 80,000.00 14,000.00 14,000.00

0.0170 Oh Kepala tukang 85,000.00 1,445.00 1,445.00

0.3500 Oh Pekerja 65,000.00 22,750.00 22,750.00

0.0020 Oh Mandor 90,000.00 180.00 180.00

Jumlah 38,375.00 190,500.00 228,875.00

NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

7 Pasang door closer

1.0000 bh Door closer 175,000.00 175,000.00 175,000.00

0.5000 Oh Tukang 80,000.00 40,000.00 40,000.00

0.0500 Oh Kepala tukang 85,000.00 4,250.00 4,250.00

0.0025 Oh Mandor 90,000.00 225.00 225.00

0.0500 Oh Pekerja 65,000.00 3,250.00 3,250.00

Jumlah 47,725.00 175,000.00 222,725.00

8 Pasang Engsel Pintu Kuningan

1.0000 bh Engsel Pintu Kuningan 32,000.00 32,000.00 32,000.00

0.1500 Oh Tukang 80,000.00 12,000.00 12,000.00

0.0150 Oh Kepala tukang 85,000.00 1,275.00 1,275.00

0.0001 Oh Mandor 90,000.00 9.00 9.00

0.0150 Oh Pekerja 65,000.00 975.00 975.00

Jumlah 14,259.00 32,000.00 46,259.00

9 Pasang Door Holder

1.0000 bh Door Holder 200,000.00 200,000.00 200,000.00

0.1500 Oh Tukang 80,000.00 12,000.00 12,000.00

0.0150 Oh Kepala tukang 85,000.00 1,275.00 1,275.00

0.0001 Oh Mandor 90,000.00 9.00 9.00

0.0150 Oh Pekerja 65,000.00 975.00 975.00

Jumlah 14,259.00 200,000.00 214,259.00

10 Pasang Expagnolet

1.0000 bh Expagnolet 65,000.00 65,000.00 65,000.00

0.5000 Oh Tukang 80,000.00 40,000.00 40,000.00

0.0500 Oh Kepala tukang 85,000.00 4,250.00 4,250.00

0.0025 Oh Mandor 90,000.00 225.00 225.00

0.0500 Oh Pekerja 65,000.00 3,250.00 3,250.00

Jumlah 47,725.00 65,000.00 112,725.00

11

1.0000 Kaca Stopsol 8 mm 285,000.00 285,000.00 285,000.00

0.1500 Oh Tukang 80,000.00 12,000.00 12,000.00

0.0150 Oh Kepala tukang 85,000.00 1,275.00 1,275.00

0.0001 Oh Mandor 90,000.00 9.00 9.00

0.0150 Oh Pekerja 65,000.00 975.00 975.00

Jumlah 14,259.00 285,000.00 299,259.00

12

1.0000 Kaca es 5 mm 250,000.00 250,000.00 250,000.00

0.1500 Oh Tukang 80,000.00 12,000.00 12,000.00

0.0150 Oh Kepala tukang 85,000.00 1,275.00 1,275.00

0.0001 Oh Mandor 90,000.00 9.00 9.00

0.0150 Oh Pekerja 65,000.00 975.00 975.00

Jumlah 14,259.00 250,000.00 264,259.00

13

1.0000 Kaca es 5 mm 210,000.00 210,000.00 210,000.00

0.1500 Oh Tukang 80,000.00 12,000.00 12,000.00

0.0150 Oh Kepala tukang 85,000.00 1,275.00 1,275.00

0.0001 Oh Mandor 90,000.00 9.00 9.00

0.0150 Oh Pekerja 65,000.00 975.00 975.00

Jumlah 14,259.00 210,000.00 224,259.00

14 Pasang kunci tanam 2 slaag

1.0000 bh Kunci tanam 2 slaag 125,000.00 125,000.00 125,000.00

0.1500 Oh Tukang 80,000.00 12,000.00 12,000.00

0.0150 Oh Kepala tukang 85,000.00 1,275.00 1,275.00

m2

1 M2 Pasang kaca Stopsol 8 mm

m2

1 M2 Pasang kaca Bening 5 mm + sandblast

m2

1 M2 Pasang kaca es 5 mm

m2

Page 14: RAB Gedung Kantor

0.0001 Oh Mandor 90,000.00 9.00 9.00

0.0150 Oh Pekerja 65,000.00 975.00 975.00

Jumlah 14,259.00 125,000.00 139,259.00

NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

15 Pasang kunci tanam 1 slaag

1.0000 bh Kunci tanam 1 slaag 110,000.00 110,000.00 110,000.00

0.1500 Oh Tukang 80,000.00 12,000.00 12,000.00

0.0150 Oh Kepala tukang 85,000.00 1,275.00 1,275.00

0.0001 Oh Mandor 90,000.00 9.00 9.00

0.0150 Oh Pekerja 65,000.00 975.00 975.00

Jumlah 14,259.00 110,000.00 124,259.00

F PEKERJAAN SANITASI

1 Memasang 1 buah kloset duduk

1.0000 bh Kloset duduk 1,850,000.00 1,850,000.00 1,850,000.00

6% x Perlengkapan ( 6 % X Harga kloset ) 1,850,000.00 111,000.00 111,000.00

1.1000 Oh Tukang 80,000.00 88,000.00 88,000.00

0.0010 Oh Kepala tukang 85,000.00 85.00 85.00

0.1600 Oh Mandor 90,000.00 14,400.00 14,400.00

3.3000 Oh Pekerja 65,000.00 214,500.00 214,500.00

Jumlah 316,985.00 1,961,000.00 2,277,985.00

2 Memasang 1 buah washtafel

1.0000 unit Washtafel 550,000.00 550,000.00 550,000.00

12% Perlengkapan 550,000.00 66,000.00 66,000.00

6.0000 kg Semen 1,500.00 9,000.00 9,000.00

0.0100 Pasir pasang 310,000.00 3,100.00 3,100.00

1.4500 Oh Tukang 80,000.00 116,000.00 116,000.00

0.1500 Oh Kep.tukang 85,000.00 12,750.00 12,750.00

1.2000 Oh Pekerja 65,000.00 78,000.00 78,000.00

0.1000 Oh Mandor 90,000.00 9,000.00 9,000.00

Jumlah 215,750.00 628,100.00 843,850.00

3 Memasang 1 buah Urinoir

1.0000 unit Urinoir 750,000.00 750,000.00 750,000.00

12% Perlengkapan 750,000.00 90,000.00 90,000.00

6.0000 kg Semen 1,500.00 9,000.00 9,000.00

0.0100 Pasir pasang 310,000.00 3,100.00 3,100.00

1.4500 Oh Tukang 80,000.00 116,000.00 116,000.00

0.1500 Oh Kep.tukang 85,000.00 12,750.00 12,750.00

1.2000 Oh Pekerja 65,000.00 78,000.00 78,000.00

0.1000 Oh Mandor 90,000.00 9,000.00 9,000.00

Jumlah 215,750.00 852,100.00 1,067,850.00

4 Memasang 1 buah floor drain

1.000 bh Floor drain 30,000.00 30,000.00 30,000.00

0.100 Oh Tukang 80,000.00 8,000.00 8,000.00

0.010 Oh Kepala tukang 85,000.00 850.00 850.00

0.005 Oh Mandor 90,000.00 450.00 450.00

0.010 Oh Pekerja 65,000.00 650.00 650.00

Jumlah 9,950.00 30,000.00 39,950.00

5 Memasang 1 buah kran

1.000 bh Kran 30,000.00 30,000.00 30,000.00

0.100 Oh Tukang 80,000.00 8,000.00 8,000.00

0.010 Oh Kepala tukang 85,000.00 850.00 850.00

0.005 Oh Mandor 90,000.00 450.00 450.00

0.010 Oh Pekerja 65,000.00 650.00 650.00

Jumlah 9,950.00 30,000.00 39,950.00

6

1.2000 m1 Pipa PVC 4" 35,000.00 42,000.00 42,000.00

m3

m3

Memasang 1 m1 pipa PVC tipe AW 4"

Page 15: RAB Gedung Kantor

35% Perlengkapan 35,000.00 12,250.00 12,250.00

0.0600 Oh Tukang 80,000.00 4,800.00 4,800.00

0.0060 Oh Kep.tukang 85,000.00 510.00 510.00

0.0360 Oh Pekerja 65,000.00 2,340.00 2,340.00

0.0018 Oh Mandor 90,000.00 162.00 162.00

Jumlah 7,812.00 54,250.00 62,062.00

NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

7

1.2000 m1 Pipa PVC 3" 28,500.00 34,200.00 34,200.00

35% Perlengkapan 28,500.00 9,975.00 9,975.00

0.0600 Oh Tukang 80,000.00 4,800.00 4,800.00

0.0060 Oh Kep.tukang 85,000.00 510.00 510.00

0.0360 Oh Pekerja 65,000.00 2,340.00 2,340.00

0.0018 Oh Mandor 90,000.00 162.00 162.00

Jumlah 7,812.00 44,175.00 51,987.00

8

1.2000 m1 Pipa PVC 2" 15,000.00 18,000.00 18,000.00

35% Perlengkapan 15,000.00 5,250.00 5,250.00

0.0600 Oh Tukang 80,000.00 4,800.00 4,800.00

0.0060 Oh Kep.tukang 85,000.00 510.00 510.00

0.0360 Oh Pekerja 65,000.00 2,340.00 2,340.00

0.0018 Oh Mandor 90,000.00 162.00 162.00

Jumlah 7,812.00 23,250.00 31,062.00

9

1.2000 m1 Pipa PVC 3/4" 10,000.00 12,000.00 12,000.00

35% Perlengkapan 10,000.00 3,500.00 3,500.00

0.0600 Oh Tukang 80,000.00 4,800.00 4,800.00

0.0060 Oh Kep.tukang 85,000.00 510.00 510.00

0.0360 Oh Pekerja 65,000.00 2,340.00 2,340.00

0.0018 Oh Mandor 90,000.00 162.00 162.00

Jumlah 7,812.00 15,500.00 23,312.00

10

1.2000 m1 Pipa PVC 0.5" 8,000.00 9,600.00 9,600.00

35% Perlengkapan 8,000.00 2,800.00 2,800.00

0.0600 Oh Tukang 80,000.00 4,800.00 4,800.00

0.0060 Oh Kep.tukang 85,000.00 510.00 510.00

0.0360 Oh Pekerja 65,000.00 2,340.00 2,340.00

0.0018 Oh Mandor 90,000.00 162.00 162.00

Jumlah 7,812.00 12,400.00 20,212.00

G PEKERJAAAN PENGECATAN

1

0.2600 kg Cat dinding danabrite 48,000.00 12,480.00 12,480.00

0.1000 kg Cat dasar 30,000.00 3,000.00 3,000.00

0.1000 kg Plamir tembok 42,000.00 4,200.00 4,200.00

1.0000 lbr Kertas gosok 4,000.00 4,000.00 4,000.00

0.0630 Oh Tukang 80,000.00 5,040.00 5,040.00

0.0063 Oh Kepala tukang 85,000.00 535.50 535.50

0.0200 Oh Pekerja 65,000.00 1,300.00 1,300.00

0.0025 Oh Mandor 90,000.00 225.00 225.00

Jumlah 7,100.50 23,680.00 30,780.50

2

0.2600 kg Cat dinding danashield 70,000.00 18,200.00 18,200.00

0.1000 kg Cat dasar 30,000.00 3,000.00 3,000.00

0.1000 kg Plamir tembok 42,000.00 4,200.00 4,200.00

1.0000 lbr Kertas gosok 4,000.00 4,000.00 4,000.00

0.0630 Oh Tukang 80,000.00 5,040.00 5,040.00

0.0063 Oh Kepala tukang 85,000.00 535.50 535.50

0.0200 Oh Pekerja 65,000.00 1,300.00 1,300.00

Memasang 1 m1 pipa PVC tipe AW 3"

Memasang 1 m1 pipa PVC tipe AW 2"

Memasang 1 m1 pipa PVC tipe AW 3/4"

Memasang 1 m1 pipa PVC tipe AW 0,5"

1 m2 Mengecat dinding/Plafond ( Interior )

1 m2 Mengecat dinding ( Eksterior )

Page 16: RAB Gedung Kantor

0.0025 Oh Mandor 90,000.00 225.00 225.00

Jumlah 7,100.50 29,400.00 36,500.50

NO. URAIAN PEKERJAAN

HARGA BIAYA BIAYA JUMLAH

SATUAN UPAH BAHAN HARGA

(Rp) (Rp) (Rp) (Rp)

3

0.5070 kg Cat melamin 75,000.00 38,025.00 38,025.00

0.0500 kg Pewarna 5,000.00 250.00 250.00

0.0400 kg Dempul 28,000.00 1,120.00 1,120.00

0.4300 kg Sanding 30,000.00 12,900.00 12,900.00

0.0300 ltr Thinner 25,000.00 750.00 750.00

0.1500 lbr Kertas gosok 4,000.00 600.00 600.00

0.5100 Oh Tukang 80,000.00 40,800.00 40,800.00

0.0450 Oh Kepala tukang 85,000.00 3,825.00 3,825.00

0.3000 Oh Pekerja 65,000.00 19,500.00 19,500.00

0.0150 Oh Mandor 90,000.00 1,350.00 1,350.00

Jumlah 65,475.00 53,645.00 119,120.00

4

0.2000 kg Cat meni 25,000.00 5,000.00 5,000.00

0.1500 kg Dempul 28,000.00 4,200.00 4,200.00

0.1700 kg Cat dasar 28,000.00 4,760.00 4,760.00

0.2600 kg Cat penutup 2x 40,000.00 10,400.00 10,400.00

1.0000 lbr Kertas gosok 4,000.00 4,000.00 4,000.00

0.0090 Oh Tukang 80,000.00 720.00 720.00

0.0060 Oh Kepala tukang 85,000.00 510.00 510.00

0.0700 Oh Pekerja 65,000.00 4,550.00 4,550.00

0.0025 Oh Mandor 90,000.00 225.00 225.00

Jumlah 6,005.00 28,360.00 34,365.00

1 m2 Mengecat kayu dengan cat Melamik

1 m2 Mengecat kilap kayu ( 2 lapis cat penutup )

Page 17: RAB Gedung Kantor

ENGINEER'S ESTIMATE( E E )

Satuan Kerja

Kegiatan

Pekerjaan

Sub Pekerjaan

Lokasi

NO. URAIAN PEKERJAAN

VOLUME HARGA JUMLAH

SATUAN SATUAN HARGA

( Rp ) ( Rp )

I. PEKERJAAN PENDAHULUAN

1 Pengukuran dan pasang bouwplank 125.00 A1 81,000.00 10,125,000.00

Jumlah - I 10,125,000.00

II. PEKERJAAN TANAH

1 Galian tanah pondasi 59.11 A2 29,600.00 1,749,656.00

2 Urugan tanah kembali 19.70 A3 14,190.00 279,543.00

3 Urugan tanah peninggian peil lantai dan pemadatan 388.88 A5 152,400.00 59,265,312.00

4 Urugan pasir bawah pondasi tebal 7 cm 9.98 A4 212,400.00 2,119,752.00

5 Urugan pasir bawah lantai tebal 5 cm 31.88 A4 212,400.00 6,771,312.00

6 Pancang Mini Pile 32 P tinggi = 6 m 58.00 ttk A6 4,800,000.00 278,400,000.00

Jumlah - II 348,585,575.00

III. PEKERJAAN PASANGAN DINDING DAN LANTAI

1 Pasang dinding 1 batu bata 1 : 4 148.81 B3 255,010.00 37,948,038.10

2 Pasang dinding 1/2 batu bata 1 : 4 610.82 B2 127,580.00 77,928,415.60

3 Pasang dinding 1/2 batu bata 1 : 2 364.90 B1 135,905.00 49,591,734.50

4 Plesteran dinding dan beton 1 : 4 1,519.26 B5 50,925.00 77,368,315.50

5 Plesteran dinding dan beton 1 : 2 729.80 B4 55,661.00 40,621,397.80

6 Penebalan plesteran pada dinding 58.12 B6 68,080.00 3,956,809.60

7 Benangan plesteran dan tali air dinding depan 58.12 - 75,000.00 4,359,000.00

8 Acian dinding dan beton 2,307.18 B7 27,625.00 63,735,847.50

9 Pasang Homogenius Tile 40 x 40 cm 889.52 B8 258,415.00 229,865,310.80

10 Pasang Homogenius Tile 40 x 40 cm ( Anti Licin ) 11.82 B9 291,565.00 3,446,298.30

11 Pasang Homogenius Tile 20 x 40 cm 4.67 B10 261,041.00 1,219,061.47

12 Pasang Homogenius Tile 20 x 40 cm ( Anti Licin ) 3.49 B11 298,541.00 1,041,908.09

13 Pasang Keramik Mozaik 40 x 40 cm Type I 2.56 - 350,000.00 896,000.00

14 Pasang Keramik Mozaik 40 x 40 cm Type II 7.04 - 320,000.00 2,252,800.00

15 Pasang Keramik Mozaik 40 x 40 cm Type III 15.33 - 300,000.00 4,599,000.00

16 Pasang Batu Alam alur andesit 20/40 cm 41.36 B12 441,454.50 18,258,558.12

17 Pasang Granito Tile 40/40 cm pada teras 5.70 B13 323,295.00 1,842,781.50

18 Pasang keramik lantai 30 x 30 cm ( Anti Licin ) KM/WC 80.47 B14 198,045.00 15,936,681.15

19 Pasang keramik dinding 30 x 30 cm 239.40 B15 187,045.00 44,778,573.00

20 Pasang step noising 5/20 cm untuk anak tangga 205.00 bh - 5,000.00 1,025,000.00

21 Cor Coral sikat warna 64.77 - 350,000.00 22,669,500.00

22 Pasang plint keramik dinding 10/30 cm KM/WC 131.78 B17 28,955.00 3,815,689.90

Jumlah - III 707,156,720.93

NO. URAIAN PEKERJAAN

VOLUME HARGA JUMLAH

SATUAN SATUAN HARGA

m1

m3

m3

m3

m3

m3

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m1

Page 18: RAB Gedung Kantor

NO. URAIAN PEKERJAAN

( Rp ) ( Rp )

IV. PEKERJAAN COR BETON BERTULANG

1 Cor rabat beton + penulangan tebal 7 cm 44.63 C9 2,808,444.08 125,340,859.25

2 Cor lantai kerja bawah Pile Cap dan sloof tebal 10 cm 142.56 C10 118,600.00 16,907,616.00

3 Cor beton bertulang Pile Cap 60 x 124 cm tebal 50 cm (Type A) 7.44 C11 5,880,224.26 43,748,868.51

4 Cor beton bertulang Pile Cap 60 x 60 cm tebal 30 cm (Type B) 1.94 C12 7,093,308.43 13,761,018.36

5 Cor beton bertulang Sloof 30/50 cm ( S1 ) 9.00 C13 5,996,258.00 53,966,321.96

6 Cor beton bertulang Sloof 25/50 cm ( S2 ) 22.50 C14 6,606,417.77 148,644,399.88

7 Cor beton bertulang Sloof 20/30 cm ( S3 ) 2.46 C15 8,329,149.13 20,489,706.86

8 Cor beton bertulang Sloof 15/30 cm ( S4 ) 0.27 C16 8,770,594.03 2,368,060.39

9 Cor beton bertulang Sloof 15/25 cm ( S5 ) 0.23 C17 8,050,377.28 1,851,586.77

10 Cor beton bertulang Kolom 45/45 cm ( K1 ) 52.73 C18 6,959,684.18 366,984,146.79

11 Cor beton bertulang Kolom 30/45 cm ( K2 ) 2.09 C19 7,426,817.47 15,522,048.50

12 Cor beton bertulang Kolom 30/30 cm ( K3 ) 6.30 C20 11,400,269.73 71,821,699.31

13 Cor beton bertulang Kolom 10/20 cm ( K4 ) 1.85 C21 12,738,869.38 23,566,908.36

14 Cor beton bertulang Kolom praktis 10/10 cm ( BP ) 3.76 C22 6,054,929.30 22,766,534.17

15 Cor beton bertulang Balok 30/50 cm ( B1 ) 10.95 C23 7,362,758.69 80,622,207.67

16 Cor beton bertulang Balok 25/50 cm ( B2 ) 17.75 C24 8,376,773.69 148,687,732.94

17 Cor beton bertulang Balok Bordes 25/45 cm ( B3 ) 0.68 C25 8,801,782.80 5,985,212.31

18 Cor beton bertulang Balok 25/40 cm ( B4 ) 8.75 C26 9,334,599.69 81,677,747.27

19 Cor beton bertulang Balok 20/40 cm ( B5 ) 1.44 C27 9,176,397.46 13,214,012.34

20 Cor beton bertulang Balok 20/35 cm ( B6 ) 0.42 C28 9,408,330.71 3,951,498.90

21 Cor beton bertulang Balok 20/30 cm ( B7 ) 4.50 C29 9,179,722.41 41,308,750.82

22 Cor beton bertulang Balok 15/30 cm ( B8 ) 0.59 C30 11,252,307.70 6,638,861.54

23 Cor beton bertulang Balok 15/25 cm ( B9 ) 0.15 C31 10,984,255.44 1,647,638.32

24 Cor beton bertulang Ring Balk 20/30 cm ( B7 ) 6.66 C29 9,179,722.41 61,136,951.22

25 Cor beton bertulang Ring Balk 10/15 cm ( BP ) 0.57 C22 6,054,929.30 3,451,309.70

26 Cor beton bertulang Balok Latai 20/15 cm ( B10 ) 0.14 C32 13,452,696.27 1,883,377.48

27 Cor beton bertulang Balok Latai 10/15 cm ( BP ) 3.78 C22 6,054,929.30 22,887,632.75

28 Cor beton bertulang Plat Lantai tebal 12 cm ( L1 ) 51.98 C33 7,781,663.10 404,490,847.94

29 Cor beton bertulang Plat Bordes tebal 12 cm ( L1 ) 1.44 C33 7,781,663.10 11,205,594.86

30 Cor beton bertulang Plat Atap tebal 10 cm ( L2 ) 6.00 C34 6,289,610.05 37,737,660.30

31 Cor beton bertulang Plat Kanopy dan sirip ( L2 ) 12.43 C34 6,289,610.05 78,179,852.92

32 Cor beton bertulang Tangga 3.82 C35 8,114,387.90 30,996,961.77

Jumlah - IV 1,963,443,626.16

V PEKERJAAN ATAP DAN PLAFOND

1 Pasang rangka atap baja ringan ( Zincalume ) 656.31 - 250,000.00 164,077,500.00

2 Pasang atap genteng metal model Minimalis 656.31 D1 142,050.00 93,228,835.50

3 Pasang lapisan alumunium foil dibawah atap 656.31 D3 27,495.00 18,045,243.45

4 Pasang bubungan genteng metal Model Minimalis 76.40 D2 191,295.00 14,614,938.00

5 Pasang Talang seng lapis papan 12.40 D4 140,075.00 1,736,930.00

6 Pasang listplank Fiber cement 0.8/0 cm & 1/25 cm 114.00 D5 197,050.00 22,463,700.00

7 Pasang rangka plafond baja ringan + gypsum 9 mm 767.34 - 180,000.00 138,121,200.00

8 Pasang rangka plafond baja ringan + Calsium Silikat 4 mm 82.18 - 170,000.00 13,970,600.00

9 Pasang rangka plafond baja ringan + Spandrill lebar 8 cm 139.45 - 220,000.00 30,679,000.00

10 Pasang list plafond cornece gypsum C24 ( 8 - 10 ) 704.06 D6 40,850.00 28,760,851.00

11 Pasang list plafond cornece fibercement 372.78 D6 40,850.00 15,228,063.00

12 Pasang Bak Kontrol penangkal petir 2.00 unit - 500,000.00 1,000,000.00

13 Pasang Penangkal Petir 4 Split 2 Arde 1.00 unit - 30,000,000.00 30,000,000.00

Jumlah - V 571,926,860.95

NO. URAIAN PEKERJAAN

VOLUME HARGA JUMLAH

SATUAN SATUAN HARGA

( Rp ) ( Rp )

VI PEKERJAAN KUSEN

1 Pasang kusen kayu Bengkirai 1.92 E1 6,784,000.00 13,025,280.00

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Page 19: RAB Gedung Kantor

2 Pasang kusen kayu ulin diroter 0.30 E1 6,784,000.00 2,035,200.00

3 Pasang kusen aluminium 822.80 - 185,000.00 152,218,000.00

4 Pasang daun pintu panil ulin 9.00 unit - 950,000.00 8,550,000.00

5 Pasang daun pintu panil bengkirai 2.00 unit - 950,000.00 1,900,000.00

6 Pasang daun pintu Double panil bengkirai 10.00 unit - 1,100,000.00 11,000,000.00

7 Pasang daun pintu kaca Tempered 12 mm + accessories 2.00 unit - 4,500,000.00 9,000,000.00

8 Pasang Daun pintu bengkirai + kaca clear 5 mm 21.00 unit - 1,500,000.00 31,500,000.00

9 Pasang daun jendela aluminium + kaca Stopsol 5 mm ( 60 x 140 ) 92.00 unit - 575,000.00 52,900,000.00

10 Pasang daun pintu Panil ( Untuk pintu shaft ) 8.00 unit - 350,000.00 2,800,000.00

11 Pasang daun pintu lemari dapur + accessories 8.00 unit - 250,000.00 2,000,000.00

12 Pasang Dinding partisi Gypsum + rangka besi hollow 342.77 E2 318,075.00 109,026,567.75

13 Pasang Lapisan Sungkai Wood 135.91 E3 159,379.50 21,661,267.85

14 Pasang List Acitrap 1.5 x 7 cm 752.26 E4 34,960.00 26,299,009.60

15 Pasang Plint kayu bengkirai 2 x 10 cm 493.60 E5 39,960.00 19,724,256.00

16 Pasang Wallpaper 162.51 E6 228,875.00 37,194,476.25

17 Pasang Door closer 41.00 bh E7 222,725.00 9,131,725.00

18 Pasang engsel pintu kuningan 5 " 174.00 psg E8 46,259.00 8,049,066.00

19 Pasang Door Holder 32.00 psg E9 214,259.00 6,856,288.00

20 Pasang Expagnolet 32.00 psg E10 112,725.00 3,607,200.00

21 Pasang Kaca Stop sol 8 mm + list 54.45 E11 299,259.00 16,294,652.55

22 Pasang kaca bening 5 mm + Sticker sandblasting 37.80 E12 264,259.00 9,988,990.20

23 Pasang kaca es/buram 5 mm + list 7.20 E13 224,259.00 1,614,664.80

24 Pasang kunci tanam 2 slaag 25.00 psg E14 139,259.00 3,481,475.00

25 Pasang kunci tanam 1 slaag 17.00 psg E15 124,259.00 2,112,403.00

Jumlah - VI 561,970,522.00

VII PEKERJAAN LISTRIK

1 Pasang 1 titik instalasi listrik ( lampu dan stop kontak ) 225.00 ttk - 250,000.00 56,250,000.00

2 Pasang Lampu Box tanam 2 x 36 watt + Armatur 4.00 ttk - 320,000.00 1,280,000.00

3 Pasang Lampu Box tanam 2 x 18 watt + Armatur 71.00 ttk - 250,000.00 17,750,000.00

4 Pasang Lampu TL1 x 36 watt 18.00 ttk - 150,000.00 2,700,000.00

5 Pasang Lampu V Shafe 1 x 36 watt 2.00 ttk - 120,000.00 240,000.00

6 Pasang Lampu Downlight 15 watt 59.00 ttk - 85,000.00 5,015,000.00

7 Pasang Lampu Downlight 7 watt 4.00 ttk - 65,000.00 260,000.00

8 Pasang saklar ganda 31.00 ttk - 30,000.00 930,000.00

9 Pasang saklar tunggal 12.00 ttk - 15,000.00 180,000.00

10 Pasang stop kontak 41.00 ttk - 30,000.00 1,230,000.00

11 Pasang stop kontak AC 26.00 ttk - 45,000.00 1,170,000.00

12 Pasang Celling Speaker + Instalasi 13.00 unit - 400,000.00 5,200,000.00

13 Pasang Instalasi pipa kabel TV 1.00 ttk - 300,000.00 300,000.00

14 Pasang Instalasi pipa kabel Telepon 12.00 ttk - 450,000.00 5,400,000.00

15 Pasang Instalasi pipa kabel CCTV 7.00 ttk - 2,500,000.00 17,500,000.00

16 Pasang AC Split 1 PK + instalasi 26.00 unit - 5,000,000.00 130,000,000.00

17 Pasang Box Panel lengkap 1.00 unit - 7,500,000.00 7,500,000.00

18 Penyambungan listrik dari bangunan terdekat 1.00 ls - 1,500,000.00 1,500,000.00

Jumlah - VII 254,405,000.00

NO. URAIAN PEKERJAAN

VOLUME HARGA JUMLAH

SATUAN SATUAN HARGA

( Rp ) ( Rp )

VIII PEKERJAAN SANITASI

1 Pasang kloset duduk + instalasi 9.00 unit F1 2,277,985.00 20,501,865.00

2 Pasang washtafel + Cermin 5.00 unit F2 843,850.00 4,219,250.00

3 Pasang Urinoir + instalasi 12.00 unit F3 1,067,850.00 12,814,200.00

4 Pasang floor drain 16.00 ttk F4 39,950.00 639,200.00

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Page 20: RAB Gedung Kantor

5 Pasang kran air bersih 26.00 ttk F5 39,950.00 1,038,700.00

6 Bak air pas.bata lapis keramik 8.00 unit - 850,000.00 6,800,000.00

7 Pasang Shower + instalasi 1.00 unit - 450,000.00 450,000.00

8 Pasang bak cuci piring/KitchenZink + instalasi 1.00 unit - 450,000.00 450,000.00

9 Septictank lengkap dengan peresapannya 2.00 unit - 10,000,000.00 20,000,000.00

10 Tempat sabun mandi ( Stainless ) 9.00 unit - 75,000.00 675,000.00

11 Tempat Tissu ( Stainless ) 5.00 unit - 150,000.00 750,000.00

12 Pasang Profil Tank 2000 ltr 4.00 unit - 2,500,000.00 10,000,000.00

13 Pasang Pompa + instalasi 2.00 unit - 3,500,000.00 7,000,000.00

14 Pasang Rumah Pompa dari cor beton 2.00 unit - 1,000,000.00 2,000,000.00

15 Pasang Roof drain + instalasi 4.00 unit - 85,000.00 340,000.00

16 Pasang pipa pembuangan air kotor dia. 4' 135.00 F6 62,062.00 8,378,370.00

17 Pasang pipa pembuangan air hujan dia. 3' 92.50 F7 51,987.00 4,808,797.50

18 Pasang pipa pembuangan air bekas pakai dia. 2' 125.30 F8 31,062.00 3,892,068.60

19 Pasang pipa air bersih dia. 3/4' 105.00 F9 23,312.00 2,447,760.00

20 Pasang pipa air bersih dia. 0,5 ' 347.00 F10 20,212.00 7,013,564.00

21 Penyambungan air bersih dari bangunan terdekat 1.00 ls - 500,000.00 500,000.00

Jumlah - VIII 114,718,775.10

IX PEKERJAAN GROUND WATER TANK

1 Galian tanah pondasi 17.10 A2 29,600.00 506,160.00

2 Urugan tanah kembali 3.14 A3 14,190.00 44,556.60

3 Urugan pasir bawah lantai dan pondasi 0.45 A4 212,400.00 95,580.00

4 Cor lantai kerja 9.00 C10 118,600.00 1,067,400.00

5 Cor beton bertulang plat beton tebal 20 cm 1.57 C33 7,781,663.10 12,217,211.07

6 Cor beton bertulang plat beton tebal 15 cm 3.18 C33 7,781,663.10 24,745,688.66

7 Cor beton bertulang plat beton tebal 10 cm 0.78 C34 6,289,610.05 4,905,895.84

8 Pasang keramik dinding dan lantai 20/20 cm 26.25 B16 191,591.00 5,029,263.75

9 Plesteran dinding 1 : 2 13.66 B4 55,661.00 760,329.26

10 Acian dinding 13.66 B7 27,625.00 377,357.50

11 Pasang tangga besi galvanis 1.00 unit - 2,500,000.00 2,500,000.00

12 Pasang plat besi penutup lubang kontrol 1.00 unit - 435,000.00 435,000.00

Jumlah - IX 52,684,442.67

X PEKERJAAN PENGECATAN DAN LAIN - LAIN

1 Pengecatan dinding dan beton yang terlihat ( Interior ) 1,124.53 G1 30,780.50 34,613,595.67

2 Pengecatan dinding dan beton yang terlihat ( Eksterior ) 1,331.46 G2 36,500.50 48,598,955.73

3 Pengecatan plafond gypsum dan Calsium Silikat 849.52 G1 30,780.50 26,148,650.36

4 Pengecatan Melamic kusen, daun pintu dan daun jendela 444.66 G3 119,120.00 52,967,899.20

5 Pengecatan kilap listplank 41.05 G4 34,365.00 1,410,683.25

6 Pasang Reiling Tangga 38.01 - 650,000.00 24,706,500.00

7 Pasang Pintu Plat besi penutup lubang service 2.00 unit - 2,000,000.00 4,000,000.00

8 Pasang tangga besi pada lubang service 2.00 unit - 4,500,000.00 9,000,000.00

9 Pasang Ornamen Kolom teras dari plesteran 2.00 unit - 7,500,000.00 15,000,000.00

10 Pasang Lambang/Logo UPTD PU 1.00 unit - 5,000,000.00 5,000,000.00

11 Pasang Banner Kuningan 1.00 unit - 12,000,000.00 12,000,000.00

12 Meja cor beton washtafel 5.00 unit - 2,500,000.00 12,500,000.00

13 Meja cor beton dapur 1.00 unit - 4,000,000.00 4,000,000.00

14 Pasang parit dari pasangan bata 1 : 4 diplester 109.40 - 200,000.00 21,880,000.00

15 Pasang bak kontrol parit dari pasangan bata 1 : 4 10.00 unit - 250,000.00 2,500,000.00

16 Pembersihan kembali 1.00 ls - 1,500,000.00 1,500,000.00

Jumlah - X 275,826,284.21

REKAPITULASI

Satuan Kerja 0

Kegiatan 0

Pekerjaan 0

0

Sub Pekerjaan 0

Lokasi 0

NO. URAIAN PEKERJAAN TOTAL HARGA

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Page 21: RAB Gedung Kantor

I. PEKERJAAN PENDAHULUAN Rp. 10,125,000.00

II. PEKERJAAN TANAH Rp. 348,585,575.00

III. PEKERJAAN PASANGAN DINDING DAN LANTAI Rp. 707,156,720.93

IV. PEKERJAAN COR BETON BERTULANG Rp. 1,963,443,626.16

V PEKERJAAN ATAP DAN PLAFOND Rp. 571,926,860.95

VI PEKERJAAN KUSEN Rp. 561,970,522.00

VII PEKERJAAN LISTRIK Rp. 254,405,000.00

VIII PEKERJAAN SANITASI Rp. 114,718,775.10

IX PEKERJAAN GROUND WATER TANK Rp. 52,684,442.67

X PEKERJAAN PENGECATAN DAN LAIN - LAIN Rp. 275,826,284.21

JUMLAH Rp. 4,860,842,807.01

PPn 10 % Rp. 486,084,280.70

Jumlah Rp. 5,346,927,087.71

IMB ( 3 % x Jumlah sebelum PPn ) Rp. 145,825,284.21

JUMLAH Rp. 5,492,752,371.92

DIBULATKAN Rp. 5,492,752,000.00

TERBILANG : ( Lima milyar empat ratus sembilan puluh dua juta tujuh ratus lima puluh dua ribu rupiah )

Kota September 2010

Konsultan Perencana,PT. SUPER TEKNIK CONSULINDO

Penanggung Jawab

Page 22: RAB Gedung Kantor

I. PEK.PENDAHULUAN

1 Bouwplank = 125.00 m1 (panjang benang keliling)

II. PEK. TANAH LEBAR PANJANG

1 Galian tanah pondasi Pondasi 1 = 0.80 x 1.44 Pondasi 2 = 0.80 x 0.80 Sloof = 0.40 x 0.25

2 Urugan tanah kembali = 18.98 m3 (V galian tanah total / 3)

3 Urugan tanah peil TINGGI LUAS ALAS Dalam gedung = 0.75 x 459.00 Luar gedung = 0.25 x 178.50

4 Urugan pasir bawah pondasi TINGGI LEBAR Pondasi 1 = 0.07 x 0.80 Pondasi 2 = 0.07 x 0.80 Sloof = 0.07 x 0.40

5 Urugan pasir bawah lantai TINGGI LUAS Dalam gedung = 0.05 x 459.00 Luar gedung = 0.05 x 178.50

6 Pancang Mini Pile BANYAK PILE BANYAK PONDASI Pondasi 1 = 2.00 x 20.00 Pondasi 2 = 1.00 x 18.00

III. PEK.PAS. DINDING DAN LANTAI 51.78*2 8.19*2

1 dinding 1 bata = 103.56 + 16.38

2 dinding 1 : 4dinding bawah = 4.50 x 126.00 dinding Atas = 3.70 x 152.00 Tangga = 0.30 x 22.40 pondasi = 0.45 x 39.00

1.12*9 6.82*2 Luas kusen = 4.16 10.08 13.64

0.63*42 0.33*16 0.63*4

Page 23: RAB Gedung Kantor

26.46 5.28 2.52 dinding 1 : 2 =

3 Dinding 1 : 2 DINDING BAWAH (1:4) dinding biasa = 0.75 x 126.00 dinding km/wc = 2.40 x 117.00

0.6*9 1*2 1*3 Luas kusen = 5.40 2.00 3.00

(DI 1 BATA + DI 1:4) 4 Plesteran 1 : 4 = 759.63 x 2.00

DI 1:2 BATA 5 Plesteran 1 : 2 = 364.90 x 2.00

6 penebalan plesteran / tali air = 29.06 x 2.00

7 Benangan plesteran = PLEST 1/4 PLEST1/2

8 Acian = 1,519.26 + 729.80

9 Homogenius tile 40/40 cm =lantai 1 = 363.62 + 9.00 lantai 2 = 378.00 tangga = 7.02 + 4.10 Bordes = 10.22 rabat luar = 138.96

KERAM MOZ 1 KERAM MOZ 2 Mozaik = 2.56 + 7.04 20/40 = 4.67 (LUAS HOMO 20/40)

11.98+2.4 10 Homogenius tile 40/40 cm ( Anti Licin ) 14.38 -

11 Homogenius tile 20/40 cm = 20.00 -

12 Homogenius tile 20/40 cm ( Anti Licin ) 15.47 -

13 Keramik mozaik I = 0.64 x 4.00 0.16*4

14 Keramik mozaik II = 0.64 + 6.40

15 Keramik mozaik III = 15.33 0.4*7.5*2*2 7.34*4

16 Batu Alam Andesit 20/40 cm = 12.00 + 29.36 2.5*5.4 4.2+1.8+1.8

17 Granito Tile 40/40 cm = 13.50 - 7.80

18 Keramik 30/30 cm ( anti licin )

Page 24: RAB Gedung Kantor

lantai 1 = 22.43 + 13.52 lantai 2 = 22.43 + 13.99

19 Keramik dinding 30/30 cm lantai 1 = 33.31 + 23.91 lantai 2 = 33.31 + 24.80

Kusen = 8.00

Volume jadi = 120.80 x 1.80 Dapur = 10.98 x 2.00

20 Step Nosing tangga 5/20 cm = 15.00 + 26.00

21 Cor coral sikat = 64.77 LUAS KER D 30/30

22 Keramik 10/30 cm = 120.80 + 10.98

IV. PEK.BETON BERTULANG TINGGI LUAS DALAM + LUAR 1 Cor rabat = 0.07 x 637.50

2 Cor lantai kerja LEBAR PANJANG Pondasi 1 = 0.80 x 1.44 Pondasi 2 = 0.80 x 0.80 Sloof = 0.40 x 270.00

LEBAR PANJANG 3 Pile cap A = 0.60 x 1.24

LEBAR PANJANG 4 Pile cap B = 0.60 x 0.60

PANJANG LEBAR 5 Sloof 30/50 cm = 0.30 x 0.50

PANJANG LEBAR 6 Sloof 25/50 cm = 0.25 x 0.50

PANJANG LEBAR 7 Sloof 20/30 cm = 0.20 x 0.30

PANJANG LEBAR 8 Sloof 15/30 cm = 0.15 x 0.30

PANJANG LEBAR 9 Sloof 15/25 cm = 0.15 x 0.25

PANJANG LEBAR 10 Kolom 45/45 cm = 0.45 x 0.45

PANJANG LEBAR 11 Kolom 30/45 cm = 0.30 x 0.45

PANJANG LEBAR 12 Kolom 30/30 cm = 0.30 x 0.30

PANJANG LEBAR

Page 25: RAB Gedung Kantor

13 Kolom 10/20 cm = 0.10 x 0.20 = 0.10 x 0.20

PANJANG LEBAR 14 Kolom 10/10 cm lantai 1 = 0.10 x 0.10

lantai 2 = 0.10 x 0.10 As 8 = 0.10 x 0.10 As A & J = 0.10 x 0.10 As 8 = 0.10 x 0.10

PANJANG LEBAR 15 Balok 30/50 cm = 0.30 x 0.50

PANJANG LEBAR 16 Balok 25/50 cm = 0.25 x 0.50

PANJANG LEBAR 17 Balok 25/45 cm Bordes = 0.25 x 0.45

PANJANG LEBAR 18 Balok 25/40 cm = 0.25 x 0.40

PANJANG LEBAR 19 Balok 20/40 cm = 0.20 x 0.40

PANJANG LEBAR 20 Balok 20/35 cm = 0.20 x 0.35

PANJANG LEBAR 21 Balok 20/30 cm = 0.20 x 0.30

PANJANG LEBAR 22 Balok 15/30 cm = 0.15 x 0.30

PANJANG LEBAR 23 Balok 15/25 cm = 0.15 x 0.25

PANJANG LEBAR 24 Ring Balok 20/30 cm = 0.20 x 0.30

PANJANG LEBAR 25 Ring Balok 10/15 cm = 0.10 x 0.15

PANJANG LEBAR 26 Balok latai 20/15 cm = 0.20 x 0.15

PANJANG LEBAR 27 Balok latai 10/15 cm = 0.10 x 0.15

TINGGI LUAS 28 Plat lantai = 0.12 x 433.20

TINGGI LUAS (2*6) 29 Plat Bordes = 0.12 x 12.00

TINGGI 30 Plat Atap = 0.10 x (

31 Plat Kanopy dan sirip 0.08*0.35*6.66*8 0.08*0.35*2*4 Kanopy = 1.49 + 0.22

0.08*0.3*15.2*2 0.08*0.3*13*3 0.08*0.3*22.5*2Sirip = 0.73 0.94 1.08

0.15*1.6*3.4*2 0.15*1.8*3.1 32 Beton Tangga plat = 1.63 + 0.84

Page 26: RAB Gedung Kantor

((0.2*0.3)/2)*1.6*18 ((0.2*0.3)/2)*1.8*9segitiga = 0.86 + 0.49

V. PEK. ATAP DAN PLAFOND

1 Rangka atap metal PNJG ATAS PNJG BWH Type 1 = 18.10 + 33.10 Type 2 = 5.25 x 9.10 Type 3 = 18.10 + 33.10 Type 4 = 8.70 15.10 Type 5 = 5.30 x 7.50

Total luas atap =

2 Atap

3 Lapisan aluminium

4 Bubungan = 18.10 7.50 38.40 (6.20*20)

5 Talang = 12.40

6 Listplank 0.8/25 cm = 33.10 33.10 2.60

7 Plafond gypsum luas luas luas Lantai 1 = 93.62 55.98 57.58 Lantai 2 = 93.87 65.00 41.95

29.03 16.15 14.64 Mainan plafond = 3.30 4.01 23.05

luas luas luas 8 Plafond fiber cement = 31.30 16.30 14.42

luas luas luas 9 Plafond Spandrill = 111.80 27.65 23.05

10 List C 24 luas luas luas Lantai 1 = 82.31 33.84 36.60 Lantai 2 = 73.11 34.84 27.52

22.54 17.18 16.50 Maianan plafond = 43.96 53.48 46.10

luas luas luas 11 List cornece fiber cement = 184.45 45.81 43.26

VI. PEK. KUSEN 5.8*8 5.2*2 5.2*2

1 Kusen bengkirai = 46.40 10.40 10.40

Page 27: RAB Gedung Kantor

5.1*9 2 Kusen ulin = 45.90

25.05*2 5.7*2 9.9*363 Pasang kusen aluminium = 50.10 11.40 356.40

83.00 (4.15*5*2*2) 4 Daun pintu panil ulin5 Daun pintu panil bengkirai6 Daun pintu Double panil bengkirai7 Daun pintu kaca Tempered 12 mm + accessories8 Daun pintu bengkirai + kaca clear 5 mm9 Daun jendela aluminium + kaca Stopsol 5 mm ( 60 x 140 )

10 Daun pintu Panil ( Untuk pintu shaft )

11 Dinding partisi Gypsum + rangka kayu 5/10 cm Atas Bawah

kusen

1.52*2*5 3.29*1 3.86*1 12 Sungkai Wood = 15.20 3.29 3.86

42.95*1 4.11*1 42.95 4.11 5.8*2*8 5.2*2*2 5.2*2*2

13 List Acitrap 1.5/7 cm = 92.80 20.80 20.80 42.95*1 42.95 4.11

14 Plint kayu 2/10 cm bawah = 253.00 atas = 275.00

1.5*8 0.9*1 0.9*2 Pintu = 12.00 0.90 1.80

35.3*3.5 22.9*3.5 15 Wallpaper luas dindin = 123.55 x 80.15

1.95*6 3.43*2kusen = 3.43 11.7 6.86

16 Door closer17 Engsel pintu kuningan 5 "18 Handle Pintu19 Expagnolet

0.74*4*2 1.54*2 0.24*2*3620 Kaca Stop sol 8 mm + list = 5.92 3.08 17.28

0.84*2*8 0.84*3*4 0.84*3*121 Kaca bening 5 mm + sandblastin = 13.44 10.08 2.52

0.15*4*4 0.15*2*1622 Kaca es/buram 5 mm + list = 2.40 4.80

Page 28: RAB Gedung Kantor

23 Kunci tanam 2 slaag24 Kunci tanam 1 slaag

VII. PEK. LISTRIK

1 Pasang 1 titik instalasi listrik ( lampu dan stop kontak )2 Pasang Lampu Box tanam 2 x 36 watt + Armatur3 Pasang Lampu Box tanam 2 x 18 watt + Armatur4 Pasang Lampu TL1 x 36 watt5 Pasang Lampu V Shafe 1 x 36 watt6 Pasang Lampu Downlight 15 watt7 Pasang Lampu Downlight 7 watt8 Pasang saklar ganda9 Pasang saklar tunggal

10 Pasang stop kontak 11 Pasang stop kontak AC12 Pasang Celling Speaker + Instalasi13 Pasang Box Panel lengkap14 Penyambungan listrik dari bangunan terdekat

VIII. PEK. SANITASI1 Pasang kloset duduk + instalasi2 Pasang washtafel3 Pasang kran air bersih 4 Pasang floor drain5 Bak air6 Septictank lengkap dengan peresapannya7 Tempat sabun

8 Pasang pipa pembuangan air kotor dia. 4'

9 Pasang pipa pembuangan air bekas pakai dia. 2'

10 Pasang pipa air bersih dia. 0,5 '11 Penyambungan air bersih

IX. PEK. GROUND WATER TANK

1 Galian tanah = 3.00 x 3.00

2 Urugan tanah kembali = 17.10 - 13.96

3 Urugan pasir = 3.00 x 3.00

Page 29: RAB Gedung Kantor

4 Cor lantai kerja = 3.00 x 3.00

5 Cor plat tebal 20 cm = 2.80 x 2.80

6 Cor plat tebal 15 cm = 2.00 x 10.60

7 Cor plat tebal 10 cm = 2.80 x 2.80

8 Keramik 20/20 cm = 20.00 + 6.25

9 Plesteran = 5.82 + 7.84

10 Acian dinding = 11 Tangga besi = 1.00 unit 12 Plampung = 1.00 unit 13 Penutup lubang kontrol = 1.00 unit

X. PEKERJAAN PENGECATAN DAN LAIN - LAIN

1 Pengecatan dinding, dinding Interior = 759.63

2 Pengecatan dinding, dinding Eksterior = 759.63

3 Pengecatan plafond gypsum dan fibercement = 767.34

4 Melamik kusen,pintu kusen = 341.60

pintu = 50.00

Acitrap = 0.02

Plint 2/10 cm = 0.02

5 Pengecatan listplank

6 Reling tangga 42.23 x 7 Pasang Pintu Plat besi penutup lubang service8 Pasang tangga besi pada lubang service9 Pasang Ornamen Kolom teras dari plesteran

10 Pasang Lambang/Logo UPTD PU11 Pasang Banner Kuningan12 Meja cor washtafel13 Meja cor dapur

14 Pasang parit dari pasangan bata 1 : 4 diplester15 Pasang bak kontrol parit dari pasangan bata 1 : 416 Pembersihan kembali

Page 30: RAB Gedung Kantor

(panjang benang keliling)

TINGGI BANYAKNYA

x 0.90 x 20.00 x 0.80 x 18.00 x 270.00

Total

(V galian tanah total / 3)

Total

PANJANG BANYAK x 1.44 x 20.00 x 0.80 x 18.00 x 270.00

Total

Total

BANYAK PONDASI

Total

+ 28.87

1.76*2 2.53*36 1.95*6 1.18*3 1.99*3 Total 3.52 91.08 11.70 3.54 5.97

Page 31: RAB Gedung Kantor

Total

DINDING BAWAH (1:4)

Total

Total

PENEBALAN PLES + 58.12

+ 3.00 + 5.20

KERAM MOZ 2 KERAM MOZ 2 + 15.33

KERAM MOZ 1 2.56 KERAM MOZ 2 15.33

11.98

Page 32: RAB Gedung Kantor

+ 8.10 Total

+ 13.47

Total = 217.44 m2 = 21.96 m2 = 239.40 m2

: 0.20

LUAS DALAM + LUAR

BANYAKNYA x 20.00 x 18.00

Total TINGGI BANYAKNYA

x 0.50 x 20.00 TINGGI BANYAKNYA

x 0.30 x 18.00 KEL

x 60.00 KEL

x 180.00 KEL

x 41.00 KEL

x 6.00 KEL

x 6.00 TINGGI BANYAKNYA

x 9.30 x 28.00 TINGGI BANYAKNYA

x 7.75 x 2.00 TINGGI BANYAKNYA

x 8.75 x 8.00 TINGGI BANYAKNYA

Page 33: RAB Gedung Kantor

x 3.95 x 12.00 x 3.75 x 12.00

Total TINGGI BANYAKNYA

x 3.95 x 39.00 x 3.75 x 39.00 x 6.00 x 6.00 x 2.25 x 16.00 x 1.15 x 3.00

Total KEL. PANJANG SLURUH

x 73.00 KEL. PANJANG SLURUH

x 142.00 KEL. PANJANG SLURUH

x 6.00 KEL. PANJANG SLURUH

x 85.70 KEL. PANJANG SLURUH

x 18.00 KEL. PANJANG SLURUH

x 6.00 KEL. PANJANG SLURUH

x 75.00 KEL. PANJANG SLURUH

x 13.00 KEL. PANJANG SLURUH

x 4.00 KEL. PANJANG SLURUH

x 111.00 KEL. PANJANG SLURUH

x 38.00 KEL. PANJANG SLURUH

x 4.70 KEL. PANJANG SLURUH

x 252.00

LUAS (2*6) LUAS (3*8) LUAS (3*8) 12.00 + 24.00 + 24.00 )

0.08*0.4*1.2*2 + 0.08

0.08*0.55*14.7*2 0.08*0.3*24.36*4 0.08*0.55*25.72*2 0.08*0.35*6.65*6 0.08*0.3*3.05*12 1.29 2.34 2.26 1.12 0.88

Page 34: RAB Gedung Kantor

((0.2*0.3)/2)*1.8*9

TINGGI TIPE 2 : 2.00 x 8.70 - 23.89 : 2.00 : 2.00 x 8.70 : 2.00 x 2.00 x 2.00

12.40 (PANJANG KESL BUBUNGAN)

15.10 15.10 7.50 7.50 (PANJANG KESL LISTPLANK)

luas luas luas luas luas 41.50 37.33 37.00 19.29 12.40 42.22 27.58 27.87 13.33 10.64

Total luas 20.16

luas luas luas luas luas 26.78 27.30 25.87 18.46 14.14 28.92 21.14 22.54 15.15 15.78

luas luas luas 22.96 24.46 51.84

11.4*8 13.7*4 7.2*5 5*4 91.20 54.80 13.70 12.80 36.00 20.00

Page 35: RAB Gedung Kantor

8.55*6 4.9*3 8.1*3 4.2*42 4.2*4 2.4*16 51.30 14.70 24.30 176.40 16.80 38.4

luas luas = 84.00 x 3.50 = 53.00 x 3.25

3.43*8 2.2*2 2.2*2 5.58*8 = 27.44 4.40 4.40 44.64

5.32*4 5.32*1 2.32*521.28 5.32 4.40 11.60

Total 2.61*1 3.6*1 7.07*5 0.25*2 2.61 3.60 35.35 5.24 0.50 19.20

8.5*5*8 9.3*2*4 9.3*2*1 7.2*2*5 340.00 74.4 18.6 12.80 72.00 53.00

1.5*8 0.9*4 1.25*2 12.00 3.60 0.90 2.50 0.70

Total

2.54*2 3.53*2*2 5.08 14.12

Total

0.99*3 0.84*2*3 0.24*2*42 2.97 5.04 20.16 0.84*4 0.84*2*5 3.36 8.40

Page 36: RAB Gedung Kantor

= 224.00 ttk = 4.00 ttk = 71.00 ttk = 18.00 ttk = 2.00 ttk = 59.00 ttk = 4.00 ttk = 31.00 ttk = 12.00 ttk = 41.00 ttk = 25.00 ttk = 13.00 unit = 1.00 unit = 1.00 ls

= 5.00 unit = 4.00 unit = 15.00 ttk = 5.00 ttk = 1.00 unit = 1.00 unit = 1.00 unit

= 40.00

= 92.50

= 104.00 = 1.00 ls

x 1.90

x 0.05

m1

m1

m1

Page 37: RAB Gedung Kantor

x 0.20

x 0.15

x 0.10

+ 364.90

+ 364.90 + 148.81 + 58.12

+ 82.18

x 0.36

x 3.97

+ 0.07 x 752.26

+ 0.10 x 493.60

Total

Listplank = 114.00 x 0.36

0.90 = 38.01 = 2.00 unit = 2.00 unit = 2.00 unit = 1.00 unit = 1.00 unit = 5.00 unit = 1.00 unit

= 109.40 = 10.00 unit = 1.00 ls

m2

m1

Page 38: RAB Gedung Kantor

= 20.74 m3 = 9.22 m3 = 27.00 m3 = 56.95 m3

= 344.25 m3 = 44.63 m3 = 388.88 m3

= 1.61 m3 = 0.81 m3 = 7.56 m3 = 9.98 m3

= 22.95 m3 = 8.93 m3 = 31.88 m3

= 40.00 ttk = 18.00 ttk = 58.00 ttk

= 148.81 m2

= 567.00 m2 = 562.40 m2 = 6.72 m2 = 17.55 m2 = 1,153.67 m2 = 177.95 m2

Page 39: RAB Gedung Kantor

= 364.90 m2 = 610.82 m2

= 94.50 m2 = 280.80 m2 = 375.30 m2 = 10.40 m2 = 364.90 m2

= 1,519.26 m2

= 729.80 m2

= 58.12 m2

= 58.12 m2

= 2,307.18 m2

= 372.62 m2 = 378.00 m2 = 19.32 m2 = 10.22 m2 = 138.96 m2 = 919.12 m2 = 24.93 m2 = 4.67 m2 = 889.52 m2

= 11.82 m2

= 4.67 m2

= 3.49 m2

= 2.56 m2

= 7.04 m2

= 15.33 m2

= 41.36 m2

= 5.70 m2

Page 40: RAB Gedung Kantor

= 35.95 m2 = 44.52 m2 = 80.47 m2

= 57.22 m1 = 71.58 m1 = 128.80 m1 = 8.00 m1 = 120.80 m1

= 205.00 m1

= 64.77 m2

= 131.78 m1

= 44.63 m3

= 23.04 m3 = 11.52 m3 = 108.00 m3 = 142.56 m3

= 7.44 m3

= 1.94 m3

= 9.00 m3

= 22.50 m3

= 2.46 m3

= 0.27 m3

= 0.22 m3

= 52.73 m3

= 2.09 m3

= 6.30 m3

Page 41: RAB Gedung Kantor

= 0.95 m3 = 0.90 m3 = 1.85 m3

= 1.54 m3 = 1.46 m3 = 0.36 m3 = 0.36 m3 = 0.03 m3 = 3.76 m3

= 10.95 m3

= 17.75 m3

= 0.68 m3

= 8.57 m3

= 1.44 m3

= 0.42 m3

= 4.50 m3

= 0.59 m3

= 0.15 m3

= 6.66 m3

= 0.57 m3

= 0.14 m3

= 3.78 m3

= 51.98 m3

= 1.44 m3

= 6.00 m3

= 1.79 m3

= 10.64 m3 = 12.43 m3

= 2.47 m3

Page 42: RAB Gedung Kantor

= 1.35 m3 = 3.82 m3

= 198.83 m2 = 23.89 m2 = 222.72 m2 = 131.37 m2 = 79.50 m2

= 656.31 m2

= 656.31 m2

= 656.31 m2

= 76.40 m1

= 12.40 m1

= 114.00 m1

= 354.70 m2 = 382.28 m2

= 30.36 m2 = 767.34 m2

= 82.18 m2

= 139.45 m2

= 265.30 m1 = 295.22 m1

= 143.54 m1 = 704.06 m1

= 372.78 m1

= 1.92 m3 0.0065 295.7000

Page 43: RAB Gedung Kantor

= 0.30 m3 0.0065 45.9000

= 822.80 m1

= 9.00 unit = 2.00 unit = 10.00 unit = 2.00 unit = 21.00 unit = 92.00 unit = 8.00 unit

= 294.00 m2 = 172.25 m2 = 466.25 m2 = 123.48 m2

= 342.77 m2

= 135.91 m2

= 752.26 m1

= 253.00 m1 = 275.00 m1 = 528.00 m1 = 34.40 m1 = 493.60 m1

= 203.70 m2

= 41.19 m2 = 162.51 m2

= 41.00 psg = 174.00 bh = 32.00 bh = 32.00 psg = 54.45 m2 = 37.80 m2 = 7.20 m2 = 25.00 psg = 17.00 psg

Page 44: RAB Gedung Kantor

= 17.10

= 3.14

= 0.45

m3

m3

m3

Page 45: RAB Gedung Kantor

= 9.00

= 1.57

= 3.18

= 0.78

= 26.25

= 13.66

= 13.66

= 1,124.53

= 1,331.46

= 849.52

= 122.98

= 198.50

= 63.94

= 59.23

= 444.65

= 41.04 m2

m2

m3

m3

m3

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

Page 46: RAB Gedung Kantor

Jumlah Berat Total Harga Besi Harga

No. Item Pekerjaan Besi Panjang Besi Besi Rata Rata Bekisting

Bh m' Kg Kg Rp/ Kg Rp/m3

1 Poerplat 60x124 , t = 50 cm ( A )

0.372 Besi Pokok Dia. 19 mm 5.000 3.270 2.230 36.461 Besi Pokok Dia. 16 mm 6.700 2.040 1.578 21.568

58.029 Total : 155.991

2 Poerplat 60x60 , t = 30 cm ( B )

0.108 Besi Pokok Dia. 13 mm 6.700 1.500 1.040 10.452 Besi Pokok Dia. 13 mm 6.700 1.500 1.040 10.452

20.904 Total : 193.556

3 Sloof. 30/50 ( S1 )

6.667 Besi Pokok Dia. 16 mm 10.000 1.000 1.578 15.780 Skg. Ø10 - 15 cm 7.000 1.450 0.617 6.263

22.043 Total : 146.950

4 Sloof. 25/50 ( S2 )

8.000 Besi Pokok Dia. 16 mm 10.000 1.000 1.578 15.780 Skg. Ø10 - 15 cm 7.000 1.350 0.617 5.831

21.611 Total : 172.885

5 Sloof. 20/30 ( S3 )

16.667 Besi Pokok Dia. 16 mm 6.000 1.000 1.578 9.468 Skg. Ø10 - 15 cm 7.000 0.850 0.617 3.671

13.139 Total : 218.986

6 Sloof. 15/30 ( S4 )

22.222 Besi Pokok Dia. 13 mm 6.000 1.000 1.040 6.240 Skg. Ø10 - 15 cm 7.000 0.750 0.617 3.239

9.479 Total : 210.650

7 Sloof. 15/25 ( S5 )

26.667 Besi Pokok Dia. 13 mm 4.000 1.000 1.040 4.160

Page 47: RAB Gedung Kantor

Jumlah Berat Total Harga Besi Harga

No. Item Pekerjaan Besi Panjang Besi Besi Rata Rata Bekisting

Bh m' Kg Kg Rp/ Kg Rp/m3 Skg. Ø10 - 15 cm 7.000 0.600 0.617 2.591

6.751 Total : 180.037

8 kolom. 45/45 ( K1 )

4.938 Besi Pokok Dia. 16 mm 12.000 1.000 1.578 18.936 Skg. Ø10 - 15 cm 7.000 1.650 0.617 7.126

26.062 Total : 128.703

9 kolom. 30/45 ( K2 )

7.407 Besi Pokok Dia. 13 mm 10.000 1.000 1.040 10.400 Skg. Ø10 - 15 cm 7.000 1.350 0.617 5.831

16.231 Total : 120.227

10 kolom. 30/30 ( K3 )

11.111 Besi Pokok Dia. 16 mm 12.000 1.000 1.578 18.936 Skg. Ø10 - 15 cm 7.000 1.050 0.617 4.535

23.471 Total : 260.788

11 kolom. 10/20 ( K4 )

50.000 Besi Pokok Dia. 12 mm 4.000 1.000 0.888 3.552 Skg. Ø10 - 15 cm 7.000 0.550 0.617 2.375

5.927 Total : 296.373

12 Balok 30/50 ( B1 )

6.667 Besi Pokok Dia. 16 mm 10.000 1.000 1.578 15.780 Skg. Ø10 - 15 cm 7.000 1.400 0.617 6.047

21.827 Total : 145.511

13 Balok 25/50 ( B2 )

8.000 Besi Pokok Dia. 16 mm 10.000 1.000 1.578 15.780 Skg. Ø10 - 20 cm 7.000 1.300 0.617 5.615

21.395 Total : 171.158

14 Balok 25/45 ( B3 )

8.889 Besi Pokok Dia. 16 mm 10.000 1.000 1.578 15.780

Page 48: RAB Gedung Kantor

Jumlah Berat Total Harga Besi Harga

No. Item Pekerjaan Besi Panjang Besi Besi Rata Rata Bekisting

Bh m' Kg Kg Rp/ Kg Rp/m3 Skg. Ø10 - 10 cm 7.000 1.200 0.617 5.183

20.963 Total : 186.336

15 Balok 25/40 ( B4 )

10.000 Besi Pokok Dia. 16 mm 10.000 1.000 1.578 15.780 Skg. Ø10 - 10 cm 7.000 1.100 0.617 4.751

20.531 Total : 205.309

16 Balok 20/40 ( B5 )

12.500 Besi Pokok Dia. 16 mm 6.000 1.000 1.578 9.468 Skg. Ø10 - 10 cm 7.000 1.000 0.617 4.319

13.787 Total : 172.337

17 Balok 20/35 ( B6 )

14.286 Besi Pokok Dia. 13 mm 8.000 1.000 1.040 8.320 Skg. Ø10 - 10 cm 7.000 0.950 0.617 4.103

12.423 Total : 177.472

18 Balok 20/30 ( B7 )

16.667 Besi Pokok Dia. 13 mm 6.000 1.000 1.040 6.240 Skg. Ø10 - 10 cm 7.000 0.800 0.617 3.455

9.695 Total : 161.587

19 Balok 15/30 ( B8 )

22.222 Besi Pokok Dia. 13 mm 6.000 1.000 1.040 6.240 Skg. Ø10 - 10 cm 7.000 0.700 0.617 3.023

9.263 Total : 205.851

20 Balok 15/25 ( B9 )

26.667 Besi Pokok Dia. 13 mm 4.000 1.000 1.040 4.160 Skg. Ø10 - 10 cm 7.000 0.650 0.617 2.807

6.967 Total : 185.796

21 Balok Latai 20/15 ( B10 )

33.333 Besi Pokok Dia. 12 mm 4.000 1.000 0.888 3.552

Page 49: RAB Gedung Kantor

Jumlah Berat Total Harga Besi Harga

No. Item Pekerjaan Besi Panjang Besi Besi Rata Rata Bekisting

Bh m' Kg Kg Rp/ Kg Rp/m3 Skg. Ø10 - 10 cm 7.000 0.650 0.617 2.807

6.359 Total : 211.978

22 Plat lantai t= 12 cm0.120

Besi Pokok Dia. 12 mm - 20 12.000 1.000 0.888 10.656 Besi Pokok Dia. 10 mm - 20 12.000 1.000 0.617 7.404

18.060 Total : 150.500

23 Plat atap,kanopy,listplank t= 10 cm0.100

Besi Pokok Dia. 10 mm - 20 10.000 1.000 0.617 6.170 6.170

Total : 61.700

Page 50: RAB Gedung Kantor

3,500,000,000.000 Harga

Beton 35,000,000.000 Rp/m3

6.667

#REF!#REF!

Total Harga

(Rp)

Page 51: RAB Gedung Kantor

Harga

Beton 35,000,000.000 Rp/m3

Total Harga

(Rp)

Page 52: RAB Gedung Kantor

Harga

Beton 35,000,000.000 Rp/m3

Total Harga

(Rp)

Page 53: RAB Gedung Kantor

Harga

Beton 35,000,000.000 Rp/m3

Total Harga

(Rp)

dia. kg

4 0.125 6 0.222 8 0.395

Page 54: RAB Gedung Kantor

Harga

Beton 35,000,000.000 Rp/m3

Total Harga

(Rp)

10 0.617 12 0.888 13 1.040 14 1.210 16 1.578 18 2.000 19 2.230 20 2.470 22 2.980 25 3.850 28 4.830