Rab Gedung Kantor.xls 5g525m

DAFTAR HARGA SATUAN BAHAN No

Jenis bahan

Satuan

Harga satuan

A 1 2 3 4 5 6 7 8 9

AGREGAT KASAR,BAHAN PEREKAT DAN BAHAN JADI Pasir urug Pasir pasang / Pasir beton Tanah urug Kerikil Batu gunung Batu bata Semen @ 50 kg Semen warna Pancang Mini Pile 32 P

m3 m3 m3 m3 m3 bh kg kg m1

160,000.00 310,000.00 110,000.00 420,000.00 270,000.00 1,200.00 1,500.00 1,800.00 750,000.00

B 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

BAHAN FINISHING Cat meni Cat tembok danabrite Cat tembok danashield Cat dasar dinding Cat dasar kayu Cat kilap kayu aftelak Cat Melamik Pewarna Sanding Thinner Plamur tembok Dempul kayu Lem kayu Kertas gosok ( amplas ) Minyak bekisting Cat Epoxy Coating Jadi

kg kg kg kg kg kg kg kg kg ltr kg kg kg lbr ltr ltr m2

25,000.00 48,000.00 70,000.00 30,000.00 28,000.00 40,000.00 75,000.00 5,000.00 30,000.00 25,000.00 42,000.00 28,000.00 14,000.00 4,000.00 30,000.00 65,000.00 45,000.00

C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 20

BAHAN KAYU Kayu meranti Papan Bengkirai Papan ulin Kayu kapur Balok Bengkirai Balok ulin Teakwood 6 mm Plywood 4 mm Plywood 9 mm Multiplek 12 mm Kayu bekisting Kayu galam Daun pintu panil bengkirai Daun pintu panil ulin Kusen Aluminium Daun pintu Double panil bengkirai Daun pintu kaca Tempered 12 mm + accessories Daun pintu bengkirai + kaca clear 5 mm Daun jendela aluminium + kaca Stopsol 5 mm ( 60 x 140 ) Daun pintu Panil ( Untuk pintu shaft ) Daun pintu lemari + accessories

m3 m3 m3 m3 m3 m3 lbr lbr lbr lbr m3 btg unit unit m1 unit unit unit unit unit unit

2,400,000.00 4,000,000.00 4,300,000.00 3,400,000.00 4,000,000.00 4,100,000.00 140,000.00 85,000.00 140,000.00 190,000.00 3,100,000.00 14,000.00 950,000.00 950,000.00 185,000.00 1,100,000.00 4,500,000.00 1,500,000.00 575,000.00 350,000.00 250,000.00

Keterangan

No

Jenis bahan

Satuan

Harga satuan

D 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 29 30 31 32

BAHAN LANTAI, ATAP DAN PELAPIS DINDING Atap Genteng Metal model Minimalis Bubungan genteng metal type C model Minimalis Aluminium foil / sisalation ( double side,1,25 x60 m ) Seng plat lebar 90 cm Fiber Cement 0.8/10 cm Fiber Cement 1/25 cm Pasang plafond Gypsum 9 mm + rangka baja ringan Pasang plafond Calsium Silikat 4 mm + rangka baja ringan Pasang plafond Spandrill + rangka baja ringan Homogenius Tile 40 x 40 cm Homogenius Tile 40 x 40 cm (Anti Licin) Homogenius Tile 20 x 40 cm Homogenius Tile 20 x 40 cm (Anti Licin) Pasang Keramik Mozaik 40 x 40 cm Type I Pasang Keramik Mozaik 40 x 40 cm Type II Pasang Keramik Mozaik 40 x 40 cm Type III Batu Alam Alur Andesit 20/40 cm Granito Tile 40/40 cm Keramik lantai 30/30 cm ( Anti Licin ) Keramik dinding 30/30 cm Keramik lantai dan dinding 20/20 cm Step noising 5/20 cm Cor Coral sikat warna Plint keramik dinding 10/30 cm Gypsum Board 9 mm Lapisan Glasswool Sungkai Wood Wallpaper List Acitrap 1,5 x 7 cm Plint kayu bengkirai 2 x 10 cm List cornece gypsum C24 ( 8 - 10 ) Benangan plesteran Parit dari pasangan bata 1 : 4 diplester Bak kontrol parit dari pasangan bata 1 : 4

bh bh m2 m1 m1 m1 m2 m2 m2 bh bh bh bh m2 m2 m2 m2 bh bh bh bh bh m2 bh lbr m2 m2 m2 m1 m1 m1 m2 m1 unit

70,000.00 45,000.00 12,000.00 15,000.00 75,000.00 85,000.00 180,000.00 170,000.00 220,000.00 30,000.00 35,000.00 12,000.00 15,000.00 350,000.00 320,000.00 300,000.00 280,000.00 35,000.00 8,500.00 7,500.00 3,000.00 5,000.00 350,000.00 3,500.00 85,000.00 120,000.00 150,000.00 85,000.00 15,000.00 20,000.00 25,000.00 75,000.00 200,000.00 250,000.00

E 1 2 3 4 5 6 7

BAHAN LOGAM DAN PAKU Paku Biasa Paku Gypsum Besi beton polos/ulir Kawat bendrat Rangka atap baja ringan Besi Hollow Ornamen dari besi Hollow

kg kg kg kg m2 m1 unit

20,000.00 35,000.00 21,000.00 25,000.00 250,000.00 10,000.00 450,000.00

1 2 3 4 5 6 7 8 9

BAHAN KUNCI,PENGGANTUNG DAN KACA Door closer Engsel pintu kuningan 5" Door Holder Kunci tanam 2 slaag Kunci tanam 1 slaag Expagnolet Kaca Stopsol 8 mm Kaca mati buram ( es ) 5 mm Kaca bening 5 mm + Sticker sandblast

bh psg psg psg psg psg m2 m2 m2

175,000.00 32,000.00 200,000.00 125,000.00 110,000.00 65,000.00 285,000.00 210,000.00 250,000.00

F

Keterangan

No

Jenis bahan

Satuan

Harga satuan

G 1 2 3 4 5 6 7 8 9 10 11 12 13 14

BAHAN LISTRIK Lampu baret 25 watt Lampu Box Tanam 2 x 36 watt Lampu Box Tanam 2 x 18 watt Lampu TL1 x 36 watt Lampu VShafe 1 x 36 watt Lampu Downlight 13 watt Lampu Downlight 7 watt Saklar ganda Saklar tunggal Stop kontak Stop kontak AC AC Split 1 PK + Instalasi Pasang Celling Speaker + Instalasi Box Lengkap

unit unit unit unit unit unit unit bh bh bh bh unit unit unit

120,000.00 320,000.00 250,000.00 150,000.00 120,000.00 85,000.00 65,000.00 30,000.00 15,000.00 30,000.00 45,000.00 5,000,000.00 400,000.00 7,500,000.00

H 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

BAHAN SANITASI Kloset duduk + shower ( Toto ) Washtafel Urinoir Kran air Floor drain Bak air pas. Bata lapis keramik Shower + instalasi Kak cuci piring/KitchenZink + instalasi Septictank + peresapan Tempat sabun ( Keramik ) Tempat Tissu ( Stainless ) Profil Tank 2000 ltr Pompa + instalasi Rumah Pompa Roof Drain + instalasi Pipa PVC AW 4" Pipa PVC AW 3" Pipa PVC AW 2" Pipa PVC AW 3/4" Pipa PVC AW 0.5"

unit unit unit bh bh unit unit unit unit unit unit unit unit unit unit m1 m1 m1 m1 m1

1,850,000.00 550,000.00 750,000.00 30,000.00 30,000.00 850,000.00 450,000.00 450,000.00 10,000,000.00 75,000.00 150,000.00 2,500,000.00 3,500,000.00 1,000,000.00 85,000.00 35,000.00 28,500.00 15,000.00 10,000.00 8,000.00

Keterangan

DAFTAR HARGA SATUAN UPAH No 1 2 3 4

Jenis bahan Mandor Kepala Tukang Tukang Pekerja

Satuan Org/Hari Org/Hari Org/Hari Org/Hari

Harga satuan 90,000.00 85,000.00 80,000.00 65,000.00

Keterangan

DAFTAR ANALISIS Satuan Kerja Kegiatan Pekerjaan Sub Pekerjaan Lokasi

0 0 0 0 0 0

NO.

A 1

2

3

4

5

6

URAIAN PEKERJAAN

PEKERJAAN PASIR DAN TANAH Pengukuran dan Pasang Bouwplank 0.0120 m³ Balok kayu bengkirai 0.0070 m³ Papan kayu meranti 0.0200 kg Paku 0.1000 Tukang kayu Oh 0.0100 Kepala tukang kayu Oh 0.1000 Pekerja Oh 0.0050 Mador Oh

1 m Galian Tanah 0.4000 Oh 0.0400 Oh

HARGA SATUAN (Rp)

BIAYA UPAH (Rp)

BIAYA BAHAN (Rp)

48,000.00 16,800.00 400.00

JUMLAH HARGA (Rp)

4,000,000.00 2,400,000.00 20,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

8,000.00 850.00 6,500.00 450.00 15,800.00

65,000.00 90,000.00 Jumlah

26,000.00 3,600.00 29,600.00

26,000.00 3,600.00 29,600.00

65,000.00 90,000.00 Jumlah

12,480.00 1,710.00 14,190.00

12,480.00 1,710.00 14,190.00

160,000.00 65,000.00 90,000.00 Jumlah

19,500.00 900.00 20,400.00

110,000.00 65,000.00 90,000.00 Jumlah

19,500.00 900.00 20,400.00

750,000.00 150,000.00 150,000.00 Jumlah

150,000.00 150,000.00 300,000.00

65,200.00

48,000.00 16,800.00 400.00 8,000.00 850.00 6,500.00 450.00 81,000.00

3

Pekerja Mandor

1 m3 Urugan Tanah Kembali 0.1920 Oh Pekerja 0.0190 Oh Mandor 1 m3 Urugan Pasir 1.2000 m3 0.3000 Oh 0.0100 Oh

Pasir Urug Pekerja Mandor

1 m Urugan tanah bangunan 1.2000 m3 Tanah urug 0.3000 Oh Pekerja 0.0100 Oh Mandor

192,000.00

192,000.00

192,000.00 19,500.00 900.00 212,400.00

3

1 Titik pancang Mini Pile 32 P tinggi 6 m m1 6.0000 Mini Pile 32 P 1.0000 Mobilisasi 1.0000 Upah Pemancangan

B

PEKERJAAN PONDASI, DINDING DAN LANTAI

1

1 m2 Pasangan 1/2 batu bata 1 : 2 55.0000 Bj Batu bata 18.9500 kg Semen @ 50 kg 0.0380 m3 Pasir pasang Oh 0.1000 Tukang Oh 0.0100 Kepala tukang Oh 0.3000 Pekerja Oh 0.0150 Mandor

1,200.00 1,500.00 310,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

132,000.00

132,000.00

4,500,000.00

4,500,000.00

66,000.00 28,425.00 11,780.00 8,000.00 850.00 19,500.00 1,350.00 29,700.00

106,205.00

132,000.00 19,500.00 900.00 152,400.00

4,500,000.00 150,000.00 150,000.00 4,800,000.00

66,000.00 28,425.00 11,780.00 8,000.00 850.00 19,500.00 1,350.00 135,905.00

NO.

2

3

4

5

6

7

8

URAIAN PEKERJAAN

1 m2 Pasangan 1/2 batu bata 1 : 4 55.0000 bh Batu bata 11.5000 kg Semen @ 50 kg 0.0430 m3 Pasir pasang 0.1000 Oh Tukang 0.0100 Oh Kepala tukang 0.3200 Oh Pekerja 0.0150 Oh Mandor 1 m Pasangan 1 batu bata 1 : 4 112.0000 bh Batu bata 23.0000 kg Semen @ 50 kg 0.0860 m3 Pasir pasang 0.2200 Oh Tukang 0.0100 Oh Kepala tukang 0.6100 Oh Pekerja 0.0150 Oh Mandor

HARGA SATUAN (Rp)

1,200.00 1,500.00 310,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

BIAYA UPAH (Rp)

BIAYA BAHAN (Rp)

66,000.00 17,250.00 13,330.00 8,000.00 850.00 20,800.00 1,350.00 31,000.00

96,580.00

JUMLAH HARGA (Rp)

66,000.00 17,250.00 13,330.00 8,000.00 850.00 20,800.00 1,350.00 127,580.00

2

1 m2 Plesteran 1 : 2, tebal 15 mm 0.0200 m3 Pasir pasang 10.2240 kg Semen @ 50 kg 0.1500 Oh Tukang 0.0150 Oh Kepala tukang 0.3000 Oh Pekerja 0.0150 Oh Mandor 1 m2 Plesteran 1 : 4, tebal 15 mm 0.0240 m3 Pasir pasang 6.2400 kg Semen @ 50 kg 0.1500 Oh Tukang 0.0150 Oh Kepala tukang 0.3000 Oh Pekerja 0.0150 Oh Mandor

1 m2 Plesteran 1 : 4, tebal 20 mm 0.0320 m3 Pasir pasang 8.3200 kg Semen @ 50 kg 0.2000 Oh Tukang 0.0200 Oh Kepala tukang 0.4000 Oh Pekerja 0.0220 Oh Mandor 1 m Acian 3.2500 0.1000 0.0100 0.2000 0.0100

1,200.00 1,500.00 310,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

310,000.00 1,500.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

310,000.00 1,500.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

134,400.00 34,500.00 26,660.00 17,600.00 850.00 39,650.00 1,350.00 59,450.00

195,560.00

6,200.00 15,336.00 12,000.00 1,275.00 19,500.00 1,350.00 34,125.00

21,536.00

7,440.00 9,360.00 12,000.00 1,275.00 19,500.00 1,350.00 34,125.00

310,000.00 1,500.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

16,000.00 1,700.00 26,000.00 1,980.00 45,680.00

1,500.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

8,000.00 850.00 13,000.00 900.00 22,750.00

16,800.00

9,920.00 12,480.00

22,400.00

134,400.00 34,500.00 26,660.00 17,600.00 850.00 39,650.00 1,350.00 255,010.00

6,200.00 15,336.00 12,000.00 1,275.00 19,500.00 1,350.00 55,661.00

7,440.00 9,360.00 12,000.00 1,275.00 19,500.00 1,350.00 50,925.00

9,920.00 12,480.00 16,000.00 1,700.00 26,000.00 1,980.00 68,080.00

2

kg Oh Oh Oh Oh

Semen @ 50 kg Tukang Kepala tukang Pekerja Mandor

1 m2 Homogenius Tile 40/40 cm 6.6300 bh Homogenius Tile 40/40 cm 9.8000 kg Semen @ 50 kg 0.0450 m3 Pasir pasang 1.3000 kg Semen warna 0.1250 Oh Tukang 0.0130 Oh Kepala tukang 0.0130 Oh Mandor 0.2500 Oh Pekerja

30,000.00 1,500.00 310,000.00 1,800.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

4,875.00

4,875.00 198,900.00 14,700.00 13,950.00 2,340.00

10,000.00 1,105.00 1,170.00 16,250.00 28,525.00

229,890.00

4,875.00 8,000.00 850.00 13,000.00 900.00 27,625.00 198,900.00 14,700.00 13,950.00 2,340.00 10,000.00 1,105.00 1,170.00 16,250.00 258,415.00

NO. 9

10

11

12

13

14

URAIAN PEKERJAAN 1 m2 Homogenius Tile 40/40 cm (Anti Licin) 6.6300 bh Homogenius Tile 40/40 cm (Anti Licin) 9.8000 kg Semen @ 50 kg 0.0450 m3 Pasir pasang 1.3000 kg Semen warna 0.1250 Oh Tukang 0.0130 Oh Kepala tukang 0.0130 Oh Mandor 0.2500 Oh Pekerja 1 m2 Homogenius Tile 20/40 cm 12.5000 bh Homogenius Tile 20/40 cm 9.7000 kg Semen @ 50 kg 0.0450 m3 Pasir pasang 1.6200 kg Semen warna 0.3500 Oh Tukang 0.0350 Oh Kepala tukang 0.0350 Oh Mandor 0.7000 Oh Pekerja 1 m2 Homogenius Tile 20/40 cm (Anti Licin) 12.5000 bh Homogenius Tile 40/40 cm (Anti Licin) 9.7000 kg Semen @ 50 kg 0.0450 m3 Pasir pasang 1.6200 kg Semen warna 0.3500 Oh Tukang 0.0350 Oh Kepala tukang 0.0350 Oh Mandor 0.7000 Oh Pekerja 1 m2 Pasangan dinding batu alam alur andesit 20/40 cm 1.0500 m2 Batu alam alur andesit 20/40 cm 11.7530 kg Semen @ 50 kg 0.0350 m3 Pasir pasang 1.0000 m2 Coating 0.3500 Oh Tukang 0.0350 Oh Kepala tukang 0.0300 Oh Mandor 0.6200 Oh Pekerja 1 m2 Pasangan Granito Tile 40/40 6.2500 bh Granito Tile 40/40 cm 9.9000 kg Semen @ 50 kg 1.5000 kg semen warna 0.0420 m3 Pasir pasang Oh 0.3500 Tukang Oh 0.0350 Kepala tukang Oh 0.0300 Mandor Oh 0.6200 Pekerja 1 m2 Keramik lantai 30/30 cm ( Anti Licin ) 11.0000 bh Keramik lantai 30/30 cm ( Anti Licin ) 9.9000 kg Semen @ 50 kg 0.0420 m3 Pasir pasang 1.5000 kg Semen warna 0.3500 Oh Tukang 0.0350 Oh Kepala tukang 0.0300 Oh Mandor 0.6200 Oh Pekerja

HARGA SATUAN (Rp) 35,000.00 1,500.00 310,000.00 1,800.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah 12,000.00 1,500.00 310,000.00 1,800.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah 15,000.00 1,500.00 310,000.00 1,800.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

280,000.00 1,500.00 310,000.00 45,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah 35,000.00 1,500.00 1,800.00 310,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah 8,500.00 1,500.00 310,000.00 1,800.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

BIAYA UPAH (Rp)

BIAYA BAHAN (Rp)

JUMLAH HARGA (Rp)

10,000.00 1,105.00 1,170.00 16,250.00 28,525.00

232,050.00 14,700.00 13,950.00 2,340.00 10,000.00 1,105.00 1,170.00 16,250.00 291,565.00

232,050.00 14,700.00 13,950.00 2,340.00 10,000.00 1,105.00 1,170.00 16,250.00 291,565.00

28,000.00 2,975.00 3,150.00 45,500.00 79,625.00

150,000.00 14,550.00 13,950.00 2,916.00 28,000.00 2,975.00 3,150.00 45,500.00 261,041.00

150,000.00 14,550.00 13,950.00 2,916.00 28,000.00 2,975.00 3,150.00 45,500.00 261,041.00

28,000.00 2,975.00 3,150.00 45,500.00 79,625.00

187,500.00 14,550.00 13,950.00 2,916.00 28,000.00 2,975.00 3,150.00 45,500.00 298,541.00

187,500.00 14,550.00 13,950.00 2,916.00 28,000.00 2,975.00 3,150.00 45,500.00 298,541.00

294,000.00 17,629.50 10,850.00 45,000.00

294,000.00 17,629.50 10,850.00 45,000.00 28,000.00 2,975.00 2,700.00 40,300.00 441,454.50

28,000.00 2,975.00 2,700.00 40,300.00 73,975.00

367,479.50 218,750.00 14,850.00 2,700.00

13,020.00 28,000.00 2,975.00 2,700.00 40,300.00 86,995.00

236,300.00 93,500.00 14,850.00 13,020.00 2,700.00

28,000.00 2,975.00 2,700.00 40,300.00 73,975.00

124,070.00

218,750.00 14,850.00 2,700.00 13,020.00 28,000.00 2,975.00 2,700.00 40,300.00 323,295.00 93,500.00 14,850.00 13,020.00 2,700.00 28,000.00 2,975.00 2,700.00 40,300.00 198,045.00

NO. 15

16

17

C 1

2

3

URAIAN PEKERJAAN 1 m2 Keramik dinding 30/30 cm 11.0000 bh Keramik Dinding 30/30 cm 9.9000 kg Semen @ 50 kg 0.0420 m3 Pasir pasang 1.5000 kg Semen warna 0.3500 Oh Tukang 0.0350 Oh Kepala tukang 0.0300 Oh Mandor 0.6200 Oh Pekerja 1 m Keramik dinding dan lantai 20/20 cm 26.5000 bh Keramik Dinding 20/20 cm 10.4000 kg Semen @ 50 kg 0.0450 m3 Pasir pasang 1.6200 kg Semen warna 0.3500 Oh Tukang 0.0350 Oh Kepala tukang 0.0350 Oh Mandor 0.7000 Oh Pekerja

HARGA SATUAN (Rp) 7,500.00 1,500.00 310,000.00 1,800.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

BIAYA UPAH (Rp)

BIAYA BAHAN (Rp) 82,500.00 14,850.00 13,020.00 2,700.00

28,000.00 2,975.00 2,700.00 40,300.00 73,975.00

113,070.00

JUMLAH HARGA (Rp) 82,500.00 14,850.00 13,020.00 2,700.00 28,000.00 2,975.00 2,700.00 40,300.00 187,045.00

2

1 m Plint keramik 10/30 cm 3.4000 bh Plint keramik 10/30 cm 1.1400 kg Semen @ 50 kg 0.0030 m3 Pasir pasang 0.1000 kg Semen warna 0.0900 Oh Tukang 0.0090 Oh Kepala tukang 0.0050 Oh Mandor 0.0900 Oh Pekerja

3,000.00 1,500.00 310,000.00 1,800.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

79,500.00 15,600.00 13,950.00 2,916.00 28,000.00 2,975.00 3,150.00 45,500.00 79,625.00

111,966.00

79,500.00 15,600.00 13,950.00 2,916.00 28,000.00 2,975.00 3,150.00 45,500.00 191,591.00

1

PEKERJAAAN BETON BERTULANG 1 m3 Adukan beton 1 Pc : 3 Ps : 5 Krl 0.5200 m3 Pasir pasang 218.0000 kg Semen @ 50 kg 0.8700 m3 Koral beton 0.2500 Oh Tukang 0.0250 Oh Kepala tukang 0.0800 Oh Mandor 1.6500 Oh Pekerja 1 m3 Adukan Beton 1 Pc : 2 Ps : 3 Krl 0.5400 m3 Pasir pasang 336.0000 kg Semen @ 50 kg 0.8100 m3 Koral beton 0.3500 Oh Tukang 0.0350 Oh Kepala tukang 1.0000 Oh Mandor 2.0000 Oh Pekerja 1 m Pasang bekisting untuk sloof 0.0450 Kayu bekisting m3 0.3000 kg Paku 0.1000 ltr Minyak bekisting 0.2600 Oh Tukang 0.0260 Oh Kepala tukang 0.0050 Oh Mandor 0.3000 Oh Pekerja

3,500.00 1,500.00 310,000.00 1,500.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

310,000.00 1,500.00 420,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

310,000.00 1,500.00 420,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

11,900.00 1,710.00 930.00 150.00 7,200.00 765.00 450.00 5,850.00 14,265.00

14,690.00

161,200.00 327,000.00 365,400.00 20,000.00 2,125.00 7,200.00 107,250.00 136,575.00

853,600.00

167,400.00 504,000.00 340,200.00 28,000.00 2,975.00 90,000.00 130,000.00 250,975.00

1,011,600.00

11,900.00 1,710.00 930.00 150.00 7,200.00 765.00 450.00 5,850.00 28,955.00

161,200.00 327,000.00 365,400.00 20,000.00 2,125.00 7,200.00 107,250.00 990,175.00

167,400.00 504,000.00 340,200.00 28,000.00 2,975.00 90,000.00 130,000.00 1,262,575.00

2

3,100,000.00 20,000.00 30,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

139,500.00 6,000.00 3,000.00 20,800.00 2,210.00 450.00 19,500.00 42,960.00

148,500.00

139,500.00 6,000.00 3,000.00 20,800.00 2,210.00 450.00 19,500.00 191,460.00

NO. 4

5

6

7

8

9

URAIAN PEKERJAAN 1 m2 Pasang bekisting untuk kolom 0.0400 m3 Kayu bekisting 0.4000 kg Paku 0.2000 ltr Minyak bekisting 0.0150 m3 Balok kayu meranti 0.3500 lbr Plywood 9 mm 2.0000 btg Kayu galam 0.3300 Oh Tukang 0.0330 Oh Kepala tukang 0.0060 Oh Mandor 0.3000 Oh Pekerja 1 m Pasang bekisting untuk balok 0.0400 m3 Kayu bekisting 0.4000 kg Paku 0.2000 ltr Minyak bekisting 0.0180 m3 Balok kayu meranti 0.3500 lbr Plywood 9 mm 2.0000 btg Kayu galam 0.3300 Oh Tukang 0.0330 Oh Kepala tukang 0.0060 Oh Mandor 0.3200 Oh Pekerja

HARGA SATUAN (Rp)

3,100,000.00 20,000.00 30,000.00 2,400,000.00 140,000.00 14,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

BIAYA UPAH (Rp)

BIAYA BAHAN (Rp)

124,000.00 8,000.00 6,000.00 36,000.00 49,000.00 28,000.00 26,400.00 2,805.00 540.00 19,500.00 49,245.00

251,000.00

JUMLAH HARGA (Rp)

124,000.00 8,000.00 6,000.00 36,000.00 49,000.00 28,000.00 26,400.00 2,805.00 540.00 19,500.00 300,245.00

2

1 m Pasang bekisting untuk lantai 0.0400 m3 Kayu bekisting 0.4000 kg Paku 0.2000 ltr Minyak bekisting 0.0150 m3 Balok kayu meranti 0.3500 lbr Plywood 9 mm 6.0000 btg Kayu galam 0.3300 Oh Tukang 0.0330 Oh Kepala tukang 0.0060 Oh Mandor 0.3200 Oh Pekerja

3,100,000.00 20,000.00 30,000.00 2,400,000.00 140,000.00 14,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

124,000.00 8,000.00 6,000.00 43,200.00 49,000.00 28,000.00 26,400.00 2,805.00 540.00 20,800.00 50,545.00

258,200.00

124,000.00 8,000.00 6,000.00 43,200.00 49,000.00 28,000.00 26,400.00 2,805.00 540.00 20,800.00 308,745.00

2

1 m2 Pasang bekisting untuk tangga 0.0300 m3 Kayu bekisting 0.4000 kg Paku 0.1500 ltr Minyak bekisting 0.0150 m3 Balok kayu meranti 0.3500 lbr Plywood 9 mm 2.0000 btg Kayu galam 0.3300 Oh Tukang 0.0330 Oh Kepala tukang 0.0060 Oh Mandor 0.3200 Oh Pekerja 1 kg pembesian dengan beton polos / ulir 1.0500 kg Besi beton 0.0150 kg Kawat beton 0.0070 Oh Tukang 0.0007 Oh Kepala tukang 0.0070 Oh Pekerja 0.0003 Oh Mandor 1 m Cor beton rabat + Penulangan 1.0000 m3 ( 1 ) Pek. Beton 1 : 3 : 5 77.2860 kg ( 8 ) Pembesian beton

3,100,000.00 20,000.00 30,000.00 2,400,000.00 140,000.00 14,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

3,100,000.00 20,000.00 30,000.00 2,400,000.00 140,000.00 14,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah 21,000.00 25,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

124,000.00 8,000.00 6,000.00 36,000.00 49,000.00 84,000.00 26,400.00 2,805.00 540.00 20,800.00 50,545.00

307,000.00

124,000.00 8,000.00 6,000.00 36,000.00 49,000.00 84,000.00 26,400.00 2,805.00 540.00 20,800.00 357,545.00

26,400.00 2,805.00 540.00 20,800.00 50,545.00

93,000.00 8,000.00 4,500.00 36,000.00 49,000.00 28,000.00 26,400.00 2,805.00 540.00 20,800.00 269,045.00

93,000.00 8,000.00 4,500.00 36,000.00 49,000.00 28,000.00 26,400.00 2,805.00 540.00 20,800.00 269,045.00

22,050.00 375.00

22,050.00 375.00 560.00 59.50 455.00 27.00 23,526.50

560.00 59.50 455.00 27.00 1,101.50

22,425.00

3

990,175.00 23,526.50

990,175.00 1,818,269.08

Jumlah

NO.

URAIAN PEKERJAAN

10

1 m2 Adukan beton tumbuk 1 Pc : 3 Ps : 5 Krl,untuk lantai kerja 0.0260 10.0000 0.0440 0.0200 0.0020 0.0060 1.1500

11

13

14

15

Cor beton bertulang Sloof 25/50 cm ( S2 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 6.6670 m2 ( 3 ) Pek. Pasangan bekisting Sloof 172.8850 kg ( 8 ) Pembesian beton Cor beton bertulang Sloof 20/30 cm ( S3 ) 1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 m3

19

20

m2 kg

( 3 ) Pek. Pasangan bekisting Sloof ( 8 ) Pembesian beton

Cor beton bertulang Sloof 15/30 cm ( S4 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 m2 kg

( 3 ) Pek. Pasangan bekisting Sloof ( 8 ) Pembesian beton

Cor beton bertulang Sloof 15/25 cm ( S5 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 13.3300 180.0370

18

( 3 ) Pek. Pasangan bekisting Sloof ( 8 ) Pembesian beton

Cor beton bertulang Sloof 30/50 cm ( S1 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 6.6670 m2 ( 3 ) Pek. Pasangan bekisting Sloof 146.9500 kg ( 8 ) Pembesian beton

13.3300 210.6500 17

m2 kg

Cor beton bertulang Pile Cab 60 x 60 cm ( Type B ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 6.6700 m2 ( 3 ) Pek. Pasangan bekisting Sloof 193.5560 kg ( 8 ) Pembesian beton

10.0000 218.9860 16

Pasir pasang Semen @ 50 kg Koral beton Tukang Kepala tukang Mandor Pekerja

Cor beton bertulang Pile Cab 60 x 124 cm ( Type A ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 4.9500 155.9910

12

m3 kg m3 Oh Oh Oh Oh

m2 kg

( 3 ) Pek. Pasangan bekisting Sloof ( 8 ) Pembesian beton

Cor beton bertulang Kolom 45/45 cm ( K1 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 8.8900 m2 ( 4 ) Pek. Pasangan bekisting Kolom 128.7030 kg ( 8 ) Pembesian beton Cor beton bertulang Kolom 30/45 cm ( K2 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 11.1100 m2 ( 4 ) Pek. Pasangan bekisting Kolom 120.2270 kg ( 8 ) Pembesian beton Cor beton bertulang Kolom 30/30 cm ( K3 )

HARGA SATUAN (Rp)

310,000.00 1,500.00 420,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

2,808,444.08

BIAYA UPAH (Rp)

BIAYA BAHAN (Rp)

8,060.00 15,000.00 18,480.00 1,600.00 170.00 540.00 74,750.00 77,060.00

41,540.00

JUMLAH HARGA (Rp)

8,060.00 15,000.00 18,480.00 1,600.00 170.00 540.00 74,750.00 118,600.00

1,262,575.00

1,262,575.00

191,460.00 23,526.50 Jumlah

947,727.00 3,669,922.26 5,880,224.26

1,262,575.00 191,460.00 23,526.50 Jumlah

1,262,575.00 1,277,038.20 4,553,695.23 7,093,308.43

1,262,575.00 191,460.00 23,526.50 Jumlah

1,262,575.00 1,276,463.82 3,457,219.18 5,996,258.00

1,262,575.00 191,460.00 23,526.50 Jumlah

1,262,575.00 1,276,463.82 4,067,378.95 6,606,417.77

1,262,575.00

1,262,575.00

191,460.00 23,526.50 Jumlah

1,914,600.00 5,151,974.13 8,329,149.13

1,262,575.00

1,262,575.00

191,460.00 23,526.50 Jumlah

2,552,161.80 4,955,857.23 8,770,594.03

1,262,575.00

1,262,575.00

191,460.00 23,526.50 Jumlah

2,552,161.80 4,235,640.48 8,050,377.28

1,262,575.00 300,245.00 23,526.50 Jumlah

1,262,575.00 2,669,178.05 3,027,931.13 6,959,684.18

1,262,575.00 300,245.00 23,526.50 Jumlah

1,262,575.00 3,335,721.95 2,828,520.52 7,426,817.47

1.0000

m3

( 2 ) Pek. Beton 1 : 2 : 3

1,262,575.00

1,262,575.00

13.3300 260.7880

m2 kg

( 4 ) Pek. Pasangan bekisting Kolom ( 8 ) Pembesian beton

300,245.00 23,526.50 Jumlah

4,002,265.85 6,135,428.88 11,400,269.73

NO. 21

URAIAN PEKERJAAN Cor beton bertulang Kolom 10/20 cm ( K4 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 15.0000 296.3730

22

24

25

26

27

30

31

( 5 ) Pek. Pasangan bekisting Balok ( 8 ) Pembesian beton

Cor beton bertulang Balok 25/50 cm ( B2 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 10.0000 m2 ( 5 ) Pek. Pasangan bekisting Balok 171.1580 kg ( 8 ) Pembesian beton Cor beton bertulang Balok Bordes 25/45 cm ( B3 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 10.2200 m2 ( 5 ) Pek. Pasangan bekisting Balok 186.3360 kg ( 8 ) Pembesian beton Cor beton bertulang Balok 25/40cm ( B4 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 10.5000 m2 ( 5 ) Pek. Pasangan bekisting Balok 205.3090 kg ( 8 ) Pembesian beton Cor beton bertulang Balok 20/40cm ( B5 ) 1.0000 ( 2 ) Pek. Beton 1 : 2 : 3 m3 m2 kg

( 5 ) Pek. Pasangan bekisting Balok ( 8 ) Pembesian beton

Cor beton bertulang Balok 20/35 cm ( B6 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 12.8600 177.4720

29

m2 kg

Cor beton bertulang Balok 30/50 cm ( B1 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 8.6700 m2 ( 5 ) Pek. Pasangan bekisting Balok 145.5110 kg ( 8 ) Pembesian beton

12.5000 172.3380 28

( 4 ) Pek. Pasangan bekisting Kolom ( 8 ) Pembesian beton

Cor beton bertulang Kolom Praktis 10/10 cm ( BP ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 7.1400 110.0000

23

m2 kg

m2 kg

( 5 ) Pek. Pasangan bekisting Balok ( 8 ) Pembesian beton

Cor beton bertulang Balok 20/30 cm ( B7 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 13.3300 m2 ( 5 ) Pek. Pasangan bekisting Balok 161.5870 kg ( 8 ) Pembesian beton Cor beton bertulang Balok 15/30 cm ( B8 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 16.6700 m2 ( 5 ) Pek. Pasangan bekisting Balok 205.8510 kg ( 8 ) Pembesian beton Cor beton bertulang Balok 15/25 cm ( B9 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 17.3300 m2 ( 5 ) Pek. Pasangan bekisting Balok 185.7960 kg ( 8 ) Pembesian beton

HARGA SATUAN (Rp)

BIAYA UPAH (Rp)

BIAYA BAHAN (Rp)

JUMLAH HARGA (Rp)

1,262,575.00

1,262,575.00

300,245.00 23,526.50 Jumlah

4,503,675.00 6,972,619.38 12,738,869.38

1,262,575.00

1,262,575.00

308,745.00 23,526.50 Jumlah

2,204,439.30 2,587,915.00 6,054,929.30

1,262,575.00 308,745.00 23,526.50 Jumlah

1,262,575.00 2,676,819.15 3,423,364.54 7,362,758.69

1,262,575.00 308,745.00 23,526.50 Jumlah

1,262,575.00 3,087,450.00 4,026,748.69 8,376,773.69

1,262,575.00 308,745.00 23,526.50 Jumlah

1,262,575.00 3,155,373.90 4,383,833.90 8,801,782.80

1,262,575.00 308,745.00 23,526.50 Jumlah

1,262,575.00 3,241,822.50 4,830,202.19 9,334,599.69

1,262,575.00

1,262,575.00

308,745.00 23,526.50 Jumlah

3,859,312.50 4,054,509.96 9,176,397.46

1,262,575.00

1,262,575.00

308,745.00 23,526.50 Jumlah

3,970,460.70 4,175,295.01 9,408,330.71

1,262,575.00 308,745.00 23,526.50 Jumlah

1,262,575.00 4,115,570.85 3,801,576.56 9,179,722.41

1,262,575.00 308,745.00 23,526.50 Jumlah

1,262,575.00 5,146,779.15 4,842,953.55 11,252,307.70

1,262,575.00 308,745.00 23,526.50

1,262,575.00 5,350,550.85 4,371,129.59

32

Cor beton bertulang Balok Latai 20/15 cm ( B10 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 23.3300 m2 ( 5 ) Pek. Pasangan bekisting Balok 211.9780 kg ( 8 ) Pembesian beton

NO. 33

URAIAN PEKERJAAN Cor beton bertulang Plat Lantai tebal 12 cm ( L1 ) 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 8.3300 150.5000

34

D 1

2

3

4

5

( 6 ) Pek. Pasangan bekisting Lantai ( 8 ) Pembesian beton

Balok beton bertulang plat ( atap,kanopy,listplank ), t= 10 cm 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 10.0000 61.7000

35

m2 kg

m2 kg

( 6 ) Pek. Pasangan bekisting Lantai ( 8 ) Pembesian beton

Balok beton bertulang tangga 1.0000 m3 ( 2 ) Pek. Beton 1 : 2 : 3 6.6666 m2 ( 7 ) Pek. Pasangan bekisting Tangga 215.0000 kg ( 8 ) Pembesian beton PEKERJAAN ATAP, DINDING DAN PLAFOND 1 m2 Mengerjakan atap metal 1.6200 lbr Atap genteng metal 0.2000 Kg Paku 0.2000 Oh Tukang 0.0200 Oh Kep.tukang 0.1000 Oh Pekerja 0.0050 Oh Mandor 1 m Pemasangan bubungan genteng metal 3.350 lbr Bubungan genteng metal 0.050 kg Paku 0.250 Tukang 0.025 Kepala tukang 0.013 Mandor 0.250 Pekerja

Jumlah

10,984,255.44

1,262,575.00 308,745.00 23,526.50 Jumlah

1,262,575.00 7,203,020.85 4,987,100.42 13,452,696.27

HARGA SATUAN (Rp)

BIAYA UPAH (Rp)

BIAYA BAHAN (Rp)

JUMLAH HARGA (Rp)

1,262,575.00

1,262,575.00

357,545.00 23,526.50 Jumlah

2,978,349.85 3,540,738.25 7,781,663.10

1,262,575.00

1,262,575.00

357,545.00 23,526.50 Jumlah

3,575,450.00 1,451,585.05 6,289,610.05

1,262,575.00 269,045.00 23,526.50 Jumlah

1,262,575.00 1,793,615.40 5,058,197.50 8,114,387.90

70,000.00 20,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

113,400.00 4,000.00 16,000.00 1,700.00 6,500.00 450.00 24,650.00

117,400.00

113,400.00 4,000.00 16,000.00 1,700.00 6,500.00 450.00 142,050.00

1

1 m Pemasangan aluminium foil 1.0500 m2 Aluminium foil 0.0500 Oh Tukang 0.0050 Oh Kepala 0.1500 Oh Pekerja 0.0080 Oh Mandor

45,000.00 20,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

150,750.00 1,000.00 20,000.00 2,125.00 1,170.00 16,250.00 39,545.00

12,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

4,000.00 425.00 9,750.00 720.00 14,895.00

151,750.00

150,750.00 1,000.00 20,000.00 2,125.00 1,170.00 16,250.00 191,295.00

2

1 m Pasang talang datar / jurai seng plat,lebar 90 cm 1.0500 m1 Seng plat 0.0150 kg Paku 0.0190 m3 Papan kayu bengkirai 0.2000 Oh Pekerja 0.4000 Oh Tukang 0.0250 Oh Kepala tukang 0.0100 Oh Mandor

12,600.00

12,600.00

12,600.00 4,000.00 425.00 9,750.00 720.00 27,495.00

1

1 m1 Pasang listplank Fiber cement 1.1000 m1 Fiber Cement 0.8/10 cm 1.1000 0.0600 0.1000 0.0100

m1 kg Oh Oh

Fiber Cement 1/25 cm Paku biasa Tukang Kepala tukang

15,000.00 20,000.00 4,000,000.00 65,000.00 80,000.00 85,000.00 90,000.00 Jumlah

15,750.00 300.00 76,000.00

92,050.00

15,750.00 300.00 76,000.00 13,000.00 32,000.00 2,125.00 900.00 140,075.00

75,000.00

82,500.00

82,500.00

85,000.00 20,000.00 80,000.00 85,000.00

93,500.00 1,200.00

93,500.00 1,200.00 8,000.00 850.00

13,000.00 32,000.00 2,125.00 900.00 48,025.00

8,000.00 850.00

0.0500 0.1000

Oh Oh

NO. 6

E 1

2

3

URAIAN PEKERJAAN 1 m1 Pasang list gypsum C24 ( 8- 10 ) 1.0000 m1 List gypsum C24 ( 8 - 10 ) 0.2000 kg Lem gypsum 0.0600 Oh Tukang 0.0100 Oh Kepala tukang 0.1000 Oh Pekerja 0.0100 Oh Mandor

PEKERJAAN KUSEN, KUNCI DAN PENGGANTUNG 1 m3 Kusen pintu dan jendela 1.1000 m3 Balok kayu bengkirai/ulin 1.2500 kg Paku 10 cm 1.0000 m3 Lem kayu 21.0000 Oh Tukang 2.1000 Oh Kepala tukang 0.3500 Oh Mandor 7.0000 Oh Pekerja 1 m Pekerjaan pasang dinding partisi gypsum 9 mm 5.0000 m1 Besi Hollow 0.7500 lbr Gypsum Board 9 mm 1.0000 m2 Lapisan Glasswool 0.2500 kg Paku Gypsum 0.6500 Oh Tukang 0.0450 Oh Kepala tukang 0.2000 Oh Pekerja 0.0750 Oh Mandor

6

HARGA SATUAN (Rp)

25,000.00 14,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

4,000,000.00 20,000.00 14,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

4,500.00 6,500.00 19,850.00

BIAYA UPAH (Rp)

177,200.00

BIAYA BAHAN (Rp)

25,000.00 2,800.00 4,800.00 850.00 6,500.00 900.00 13,050.00

2,800.00

4,400,000.00 25,000.00 14,000.00 1,680,000.00 178,500.00 31,500.00 455,000.00 2,345,000.00

4,439,000.00

4,500.00 6,500.00 197,050.00

JUMLAH HARGA (Rp)

25,000.00 2,800.00 4,800.00 850.00 6,500.00 900.00 40,850.00

4,400,000.00 25,000.00 14,000.00 1,680,000.00 178,500.00 31,500.00 455,000.00 6,784,000.00

10,000.00 85,000.00 120,000.00 35,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

50,000.00 63,750.00 120,000.00 8,750.00 52,000.00 3,825.00 13,000.00 6,750.00 75,575.00

192,500.00

50,000.00 63,750.00 120,000.00 8,750.00 52,000.00 3,825.00 13,000.00 6,750.00 318,075.00

1 m Pekerjaan pasang Lapisan Sungkai Wood 2

m2 kg Oh Oh Oh Oh

Lapisan Sungkai Wood Paku Tukang Kepala tukang Pekerja Mandor

150,000.00 20,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

150,000.00 1,000.00 6,000.00 637.50 1,625.00 117.00 8,379.50

151,000.00

150,000.00 1,000.00 6,000.00 637.50 1,625.00 117.00 159,379.50

1 m Pekerjaan pasang list Acitrap 1.5/7 cm 1

1.0000 0.0500 0.1200 0.0120 0.1200 0.0060 5

90,000.00 65,000.00 Jumlah

2

1.0000 0.0500 0.0750 0.0075 0.0250 0.0013 4

Mandor Pekerja

m1 kg Oh Oh Oh Oh

List Acitrap 1.5/7 cm Paku Tukang Kepala tukang Pekerja Mandor

1 m1 Pekerjaan pasang Plint kayu bengkirai 2/10 cm 1.0000 m1 Plint kayu bengkirai 2/10 cm 0.0500 kg Paku 0.1200 Oh Tukang 0.0120 Oh Kepala tukang 0.1200 Oh Pekerja 0.0060 Oh Mandor 1 m2 Pekerjaan pasang wallpaper, lebar 50 cm

15,000.00 20,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah 20,000.00 20,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

15,000.00 1,000.00 9,600.00 1,020.00 7,800.00 540.00 18,960.00

16,000.00 20,000.00 1,000.00

9,600.00 1,020.00 7,800.00 540.00 18,960.00

21,000.00

15,000.00 1,000.00 9,600.00 1,020.00 7,800.00 540.00 34,960.00 20,000.00 1,000.00 9,600.00 1,020.00 7,800.00 540.00 39,960.00

2.2000 0.2500 0.1750 0.0170 0.3500 0.0020

m2 kg Oh Oh Oh Oh

NO. 7

8

9

10

11

12

URAIAN PEKERJAAN Pasang door closer 1.0000 bh 0.5000 Oh 0.0500 Oh 0.0025 Oh 0.0500 Oh

14

Door closer Tukang Kepala tukang Mandor Pekerja

Pasang Engsel Pintu Kuningan 1.0000 bh Engsel Pintu Kuningan 0.1500 Oh Tukang 0.0150 Oh Kepala tukang 0.0001 Oh Mandor 0.0150 Oh Pekerja Pasang Door Holder 1.0000 bh 0.1500 Oh 0.0150 Oh 0.0001 Oh 0.0150 Oh Pasang Expagnolet 1.0000 bh 0.5000 Oh 0.0500 Oh 0.0025 Oh 0.0500 Oh

Door Holder Tukang Kepala tukang Mandor Pekerja

Expagnolet Tukang Kepala tukang Mandor Pekerja

1 M Pasang kaca Stopsol 8 mm 1.0000 m2 Kaca Stopsol 8 mm 0.1500 Oh Tukang 0.0150 Oh Kepala tukang 0.0001 Oh Mandor 0.0150 Oh Pekerja

85,000.00 14,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

HARGA SATUAN (Rp)

187,000.00 3,500.00 14,000.00 1,445.00 22,750.00 180.00 38,375.00

BIAYA UPAH (Rp)

175,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

40,000.00 4,250.00 225.00 3,250.00 47,725.00

32,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

12,000.00 1,275.00 9.00 975.00 14,259.00

200,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

12,000.00 1,275.00 9.00 975.00 14,259.00

65,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

40,000.00 4,250.00 225.00 3,250.00 47,725.00

285,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

12,000.00 1,275.00 9.00 975.00 14,259.00

250,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

12,000.00 1,275.00 9.00 975.00 14,259.00

210,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

12,000.00 1,275.00 9.00 975.00 14,259.00

125,000.00 80,000.00 85,000.00

12,000.00 1,275.00

190,500.00

BIAYA BAHAN (Rp) 175,000.00

175,000.00 32,000.00

32,000.00 200,000.00

200,000.00 65,000.00

65,000.00

187,000.00 3,500.00 14,000.00 1,445.00 22,750.00 180.00 228,875.00

JUMLAH HARGA (Rp) 175,000.00 40,000.00 4,250.00 225.00 3,250.00 222,725.00 32,000.00 12,000.00 1,275.00 9.00 975.00 46,259.00 200,000.00 12,000.00 1,275.00 9.00 975.00 214,259.00 65,000.00 40,000.00 4,250.00 225.00 3,250.00 112,725.00

2

285,000.00

285,000.00

285,000.00 12,000.00 1,275.00 9.00 975.00 299,259.00

1 M2 Pasang kaca Bening 5 mm + sandblast 1.0000 0.1500 0.0150 0.0001 0.0150

13

Wallpaper Lem Tukang Kepala tukang Pekerja Mandor

m2 Oh Oh Oh Oh

Kaca es 5 mm Tukang Kepala tukang Mandor Pekerja

1 M Pasang kaca es 5 mm 1.0000 m2 Kaca es 5 mm 0.1500 Oh Tukang 0.0150 Oh Kepala tukang 0.0001 Oh Mandor 0.0150 Oh Pekerja

250,000.00

250,000.00

250,000.00 12,000.00 1,275.00 9.00 975.00 264,259.00

2

Pasang kunci tanam 2 slaag 1.0000 bh Kunci tanam 2 slaag 0.1500 Oh Tukang 0.0150 Oh Kepala tukang

210,000.00

210,000.00 125,000.00

210,000.00 12,000.00 1,275.00 9.00 975.00 224,259.00 125,000.00 12,000.00 1,275.00

0.0001 0.0150

Oh Oh

NO. 15

F 1

2

3

4

5

6

Mandor Pekerja

URAIAN PEKERJAAN Pasang kunci tanam 1 slaag 1.0000 bh Kunci tanam 1 slaag 0.1500 Oh Tukang 0.0150 Oh Kepala tukang 0.0001 Oh Mandor 0.0150 Oh Pekerja PEKERJAAN SANITASI Memasang 1 buah kloset duduk 1.0000 bh Kloset duduk 6% x Perlengkapan ( 6 % X Harga kloset ) 1.1000 Oh Tukang 0.0010 Oh Kepala tukang 0.1600 Oh Mandor 3.3000 Oh Pekerja Memasang 1 buah 1.0000 unit 12% 6.0000 kg 0.0100 m3 1.4500 Oh 0.1500 Oh 1.2000 Oh 0.1000 Oh Memasang 1 buah 1.0000 unit 12% 6.0000 kg 0.0100 m3 1.4500 Oh 0.1500 Oh 1.2000 Oh 0.1000 Oh

washtafel Washtafel Perlengkapan Semen Pasir pasang Tukang Kep.tukang Pekerja Mandor Urinoir Urinoir Perlengkapan Semen Pasir pasang Tukang Kep.tukang Pekerja Mandor

Memasang 1 buah floor drain 1.000 bh Floor drain 0.100 Oh Tukang 0.010 Oh Kepala tukang 0.005 Oh Mandor 0.010 Oh Pekerja Memasang 1 buah kran 1.000 bh Kran 0.100 Oh Tukang 0.010 Oh Kepala tukang 0.005 Oh Mandor 0.010 Oh Pekerja Memasang 1 m pipa PVC tipe AW 4" 1.2000 m1 Pipa PVC 4"

90,000.00 65,000.00 Jumlah

HARGA SATUAN (Rp) 110,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

1,850,000.00 1,850,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah 550,000.00 550,000.00 1,500.00 310,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

9.00 975.00 14,259.00

BIAYA UPAH (Rp)

125,000.00

BIAYA BAHAN (Rp) 110,000.00

12,000.00 1,275.00 9.00 975.00 14,259.00

110,000.00

1,850,000.00 111,000.00 88,000.00 85.00 14,400.00 214,500.00 316,985.00

1,961,000.00 550,000.00 66,000.00 9,000.00 3,100.00

116,000.00 12,750.00 78,000.00 9,000.00 215,750.00

750,000.00 750,000.00 1,500.00 310,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

116,000.00 12,750.00 78,000.00 9,000.00 215,750.00

30,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

8,000.00 850.00 450.00 650.00 9,950.00

30,000.00 80,000.00 85,000.00 90,000.00 65,000.00 Jumlah

8,000.00 850.00 450.00 650.00 9,950.00

628,100.00 750,000.00 90,000.00 9,000.00 3,100.00

852,100.00 30,000.00

30,000.00 30,000.00

9.00 975.00 139,259.00

JUMLAH HARGA (Rp) 110,000.00 12,000.00 1,275.00 9.00 975.00 124,259.00

1,850,000.00 111,000.00 88,000.00 85.00 14,400.00 214,500.00 2,277,985.00 550,000.00 66,000.00 9,000.00 3,100.00 116,000.00 12,750.00 78,000.00 9,000.00 843,850.00 750,000.00 90,000.00 9,000.00 3,100.00 116,000.00 12,750.00 78,000.00 9,000.00 1,067,850.00 30,000.00 8,000.00 850.00 450.00 650.00 39,950.00

30,000.00

30,000.00 8,000.00 850.00 450.00 650.00 39,950.00

42,000.00

42,000.00

1

35,000.00

35% 0.0600 0.0060 0.0360 0.0018

Oh Oh Oh Oh

NO. 7

8

9

10

G 1

2

Perlengkapan Tukang Kep.tukang Pekerja Mandor

URAIAN PEKERJAAN Memasang 1 m1 pipa PVC tipe AW 3" 1.2000 m1 Pipa PVC 3" 35% Perlengkapan 0.0600 Oh Tukang 0.0060 Oh Kep.tukang 0.0360 Oh Pekerja 0.0018 Oh Mandor Memasang 1 m pipa PVC tipe AW 2" 1.2000 m1 Pipa PVC 2" 35% Perlengkapan 0.0600 Oh Tukang 0.0060 Oh Kep.tukang 0.0360 Oh Pekerja 0.0018 Oh Mandor

35,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

HARGA SATUAN (Rp)

28,500.00 28,500.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

12,250.00 4,800.00 510.00 2,340.00 162.00 7,812.00

BIAYA UPAH (Rp)

54,250.00

BIAYA BAHAN (Rp)

34,200.00 9,975.00 4,800.00 510.00 2,340.00 162.00 7,812.00

44,175.00

12,250.00 4,800.00 510.00 2,340.00 162.00 62,062.00

JUMLAH HARGA (Rp)

34,200.00 9,975.00 4,800.00 510.00 2,340.00 162.00 51,987.00

1

Memasang 1 m1 pipa PVC tipe AW 3/4" 1.2000 m1 Pipa PVC 3/4" 35% Perlengkapan 0.0600 Oh Tukang 0.0060 Oh Kep.tukang 0.0360 Oh Pekerja 0.0018 Oh Mandor Memasang 1 m pipa PVC tipe AW 0,5" 1.2000 m1 Pipa PVC 0.5" 35% Perlengkapan 0.0600 Oh Tukang 0.0060 Oh Kep.tukang 0.0360 Oh Pekerja 0.0018 Oh Mandor

15,000.00 15,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah 10,000.00 10,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

18,000.00 5,250.00 4,800.00 510.00 2,340.00 162.00 7,812.00

23,250.00 12,000.00 3,500.00

4,800.00 510.00 2,340.00 162.00 7,812.00

15,500.00

18,000.00 5,250.00 4,800.00 510.00 2,340.00 162.00 31,062.00 12,000.00 3,500.00 4,800.00 510.00 2,340.00 162.00 23,312.00

1

PEKERJAAAN PENGECATAN 1 m2 Mengecat dinding/Plafond ( Interior ) 0.2600 kg Cat dinding danabrite 0.1000 kg Cat dasar 0.1000 kg Plamir tembok 1.0000 lbr Kertas gosok 0.0630 Oh Tukang 0.0063 Oh Kepala tukang 0.0200 Oh Pekerja 0.0025 Oh Mandor 1 m2 Mengecat dinding ( Eksterior ) 0.2600 kg Cat dinding danashield 0.1000 kg Cat dasar 0.1000 kg Plamir tembok 1.0000 lbr Kertas gosok 0.0630 Oh Tukang 0.0063 Oh Kepala tukang 0.0200 Oh Pekerja

8,000.00 8,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

48,000.00 30,000.00 42,000.00 4,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah 70,000.00 30,000.00 42,000.00 4,000.00 80,000.00 85,000.00 65,000.00

9,600.00 2,800.00 4,800.00 510.00 2,340.00 162.00 7,812.00

12,400.00

12,480.00 3,000.00 4,200.00 4,000.00 5,040.00 535.50 1,300.00 225.00 7,100.50

23,680.00 18,200.00 3,000.00 4,200.00 4,000.00

5,040.00 535.50 1,300.00

9,600.00 2,800.00 4,800.00 510.00 2,340.00 162.00 20,212.00

12,480.00 3,000.00 4,200.00 4,000.00 5,040.00 535.50 1,300.00 225.00 30,780.50 18,200.00 3,000.00 4,200.00 4,000.00 5,040.00 535.50 1,300.00

0.0025

NO. 3

4

Oh

Mandor

URAIAN PEKERJAAN 1 m2 Mengecat kayu dengan cat Melamik 0.5070 kg Cat melamin 0.0500 kg Pewarna 0.0400 kg Dempul 0.4300 kg Sanding 0.0300 ltr Thinner 0.1500 lbr Kertas gosok 0.5100 Oh Tukang 0.0450 Oh Kepala tukang 0.3000 Oh Pekerja 0.0150 Oh Mandor 1 m Mengecat kilap kayu ( 2 lapis cat penutup ) 0.2000 kg Cat meni 0.1500 kg Dempul 0.1700 kg Cat dasar 0.2600 kg Cat penutup 2x 1.0000 lbr Kertas gosok 0.0090 Oh Tukang 0.0060 Oh Kepala tukang 0.0700 Oh Pekerja 0.0025 Oh Mandor

90,000.00 Jumlah

HARGA SATUAN (Rp) 75,000.00 5,000.00 28,000.00 30,000.00 25,000.00 4,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

225.00 7,100.50

BIAYA UPAH (Rp)

29,400.00

BIAYA BAHAN (Rp) 38,025.00 250.00 1,120.00 12,900.00 750.00 600.00

40,800.00 3,825.00 19,500.00 1,350.00 65,475.00

53,645.00

225.00 36,500.50

JUMLAH HARGA (Rp) 38,025.00 250.00 1,120.00 12,900.00 750.00 600.00 40,800.00 3,825.00 19,500.00 1,350.00 119,120.00

2

25,000.00 28,000.00 28,000.00 40,000.00 4,000.00 80,000.00 85,000.00 65,000.00 90,000.00 Jumlah

5,000.00 4,200.00 4,760.00 10,400.00 4,000.00 720.00 510.00 4,550.00 225.00 6,005.00

28,360.00

5,000.00 4,200.00 4,760.00 10,400.00 4,000.00 720.00 510.00 4,550.00 225.00 34,365.00

ENGINEER'S ESTIMATE (EE) Satuan Kerja Kegiatan Pekerjaan Sub Pekerjaan Lokasi

NO.

I.

URAIAN PEKERJAAN

PEKERJAAN PENDAHULUAN 1 Pengukuran dan pasang bouwplank

II. 1 2 3 4 5 6 III. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22

PEKERJAAN TANAH Galian tanah pondasi Urugan tanah kembali Urugan tanah peninggian peil lantai dan pemadatan Urugan pasir bawah pondasi tebal 7 cm Urugan pasir bawah lantai tebal 5 cm Pancang Mini Pile 32 P tinggi = 6 m PEKERJAAN PASANGAN DINDING DAN LANTAI Pasang dinding 1 batu bata 1 : 4 Pasang dinding 1/2 batu bata 1 : 4 Pasang dinding 1/2 batu bata 1 : 2 Plesteran dinding dan beton 1 : 4 Plesteran dinding dan beton 1 : 2 Penebalan plesteran pada dinding Benangan plesteran dan tali air dinding depan Acian dinding dan beton Pasang Homogenius Tile 40 x 40 cm Pasang Homogenius Tile 40 x 40 cm ( Anti Licin ) Pasang Homogenius Tile 20 x 40 cm Pasang Homogenius Tile 20 x 40 cm ( Anti Licin ) Pasang Keramik Mozaik 40 x 40 cm Type I Pasang Keramik Mozaik 40 x 40 cm Type II Pasang Keramik Mozaik 40 x 40 cm Type III Pasang Batu Alam alur andesit 20/40 cm Pasang Granito Tile 40/40 cm pada teras Pasang keramik lantai 30 x 30 cm ( Anti Licin ) KM/WC Pasang keramik dinding 30 x 30 cm Pasang step noising 5/20 cm untuk anak tangga Cor Coral sikat warna Pasang plint keramik dinding 10/30 cm KM/WC

VOLUME SATUAN

125.00 m1

HARGA SATUAN ( Rp )

A1 Jumlah - I

81,000.00

10,125,000.00 10,125,000.00

A2 A3 A5 A4 m3 A4 ttk A6 Jumlah - II

29,600.00 14,190.00 152,400.00 212,400.00 212,400.00 4,800,000.00

1,749,656.00 279,543.00 59,265,312.00 2,119,752.00 6,771,312.00 278,400,000.00 348,585,575.00

255,010.00 127,580.00 135,905.00 50,925.00 55,661.00 68,080.00 75,000.00 27,625.00 258,415.00 291,565.00 261,041.00 298,541.00 350,000.00 320,000.00 300,000.00 441,454.50 323,295.00 198,045.00 187,045.00 5,000.00 350,000.00 28,955.00

37,948,038.10 77,928,415.60 49,591,734.50 77,368,315.50 40,621,397.80 3,956,809.60 4,359,000.00 63,735,847.50 229,865,310.80 3,446,298.30 1,219,061.47 1,041,908.09 896,000.00 2,252,800.00 4,599,000.00 18,258,558.12 1,842,781.50 15,936,681.15 44,778,573.00 1,025,000.00 22,669,500.00 3,815,689.90 707,156,720.93

59.11 19.70 388.88 9.98 31.88 58.00

m3 m3 m3 m3

148.81 610.82 364.90 1,519.26 729.80 58.12 58.12 2,307.18 889.52 11.82 4.67 3.49 2.56 7.04 15.33 41.36 5.70 80.47 239.40 205.00 64.77 131.78

m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 bh m2 m1

B3 B2 B1 B5 B4 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B17 Jumlah - III

NO.

URAIAN PEKERJAAN

JUMLAH HARGA ( Rp )

VOLUME SATUAN

HARGA SATUAN

JUMLAH HARGA

NO.

URAIAN PEKERJAAN ( Rp )

IV. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

PEKERJAAN COR BETON BERTULANG Cor rabat beton + penulangan tebal 7 cm Cor lantai kerja bawah Pile Cap dan sloof tebal 10 cm Cor beton bertulang Pile Cap 60 x 124 cm tebal 50 cm (Type A) Cor beton bertulang Pile Cap 60 x 60 cm tebal 30 cm (Type B) Cor beton bertulang Sloof 30/50 cm ( S1 ) Cor beton bertulang Sloof 25/50 cm ( S2 ) Cor beton bertulang Sloof 20/30 cm ( S3 ) Cor beton bertulang Sloof 15/30 cm ( S4 ) Cor beton bertulang Sloof 15/25 cm ( S5 ) Cor beton bertulang Kolom 45/45 cm ( K1 ) Cor beton bertulang Kolom 30/45 cm ( K2 ) Cor beton bertulang Kolom 30/30 cm ( K3 ) Cor beton bertulang Kolom 10/20 cm ( K4 ) Cor beton bertulang Kolom praktis 10/10 cm ( BP ) Cor beton bertulang Balok 30/50 cm ( B1 ) Cor beton bertulang Balok 25/50 cm ( B2 ) Cor beton bertulang Balok Bordes 25/45 cm ( B3 ) Cor beton bertulang Balok 25/40 cm ( B4 ) Cor beton bertulang Balok 20/40 cm ( B5 ) Cor beton bertulang Balok 20/35 cm ( B6 ) Cor beton bertulang Balok 20/30 cm ( B7 ) Cor beton bertulang Balok 15/30 cm ( B8 ) Cor beton bertulang Balok 15/25 cm ( B9 ) Cor beton bertulang Ring Balk 20/30 cm ( B7 ) Cor beton bertulang Ring Balk 10/15 cm ( BP ) Cor beton bertulang Balok Latai 20/15 cm ( B10 ) Cor beton bertulang Balok Latai 10/15 cm ( BP ) Cor beton bertulang Plat Lantai tebal 12 cm ( L1 ) Cor beton bertulang Plat Bordes tebal 12 cm ( L1 ) Cor beton bertulang Plat Atap tebal 10 cm ( L2 ) Cor beton bertulang Plat Kanopy dan sirip ( L2 ) Cor beton bertulang Tangga

44.63 142.56 7.44 1.94 9.00 22.50 2.46 0.27 0.23 52.73 2.09 6.30 1.85 3.76 10.95 17.75 0.68 8.75 1.44 0.42 4.50 0.59 0.15 6.66 0.57 0.14 3.78 51.98 1.44 6.00 12.43 3.82

m3 m2 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3

V

PEKERJAAN ATAP DAN PLAFOND Pasang rangka atap baja ringan ( Zincalume ) Pasang atap genteng metal model Minimalis Pasang lapisan alumunium foil dibawah atap Pasang bubungan genteng metal Model Minimalis Pasang Talang seng lapis papan Pasang listplank Fiber cement 0.8/0 cm & 1/25 cm Pasang rangka plafond baja ringan + gypsum 9 mm Pasang rangka plafond baja ringan + Calsium Silikat 4 mm Pasang rangka plafond baja ringan + Spandrill lebar 8 cm Pasang list plafond cornece gypsum C24 ( 8 - 10 ) Pasang list plafond cornece fibercement Pasang Bak Kontrol penangkal petir Pasang Penangkal Petir 4 Split 2 Arde

656.31 656.31 656.31 76.40 12.40 114.00 767.34 82.18 139.45 704.06 372.78 2.00 1.00

m2 m2 m2 m1 m1 m1 m2 m2 m2 m1 m1

1 2 3 4 5 6 7 8 9 10 11 12 13

m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m3

unit unit

C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 C31 C29 C22 C32 C22 C33 C33 C34 C34 C35 Jumlah - IV

2,808,444.08 118,600.00 5,880,224.26 7,093,308.43 5,996,258.00 6,606,417.77 8,329,149.13 8,770,594.03 8,050,377.28 6,959,684.18 7,426,817.47 11,400,269.73 12,738,869.38 6,054,929.30 7,362,758.69 8,376,773.69 8,801,782.80 9,334,599.69 9,176,397.46 9,408,330.71 9,179,722.41 11,252,307.70 10,984,255.44 9,179,722.41 6,054,929.30 13,452,696.27 6,054,929.30 7,781,663.10 7,781,663.10 6,289,610.05 6,289,610.05 8,114,387.90

125,340,859.25 16,907,616.00 43,748,868.51 13,761,018.36 53,966,321.96 148,644,399.88 20,489,706.86 2,368,060.39 1,851,586.77 366,984,146.79 15,522,048.50 71,821,699.31 23,566,908.36 22,766,534.17 80,622,207.67 148,687,732.94 5,985,212.31 81,677,747.27 13,214,012.34 3,951,498.90 41,308,750.82 6,638,861.54 1,647,638.32 61,136,951.22 3,451,309.70 1,883,377.48 22,887,632.75 404,490,847.94 11,205,594.86 37,737,660.30 78,179,852.92 30,996,961.77 1,963,443,626.16

D1 D3 D2 D4 D5 D6 D6 -

250,000.00 142,050.00 27,495.00 191,295.00 140,075.00 197,050.00 180,000.00 170,000.00 220,000.00 40,850.00 40,850.00 500,000.00 30,000,000.00

164,077,500.00 93,228,835.50 18,045,243.45 14,614,938.00 1,736,930.00 22,463,700.00 138,121,200.00 13,970,600.00 30,679,000.00 28,760,851.00 15,228,063.00 1,000,000.00 30,000,000.00 571,926,860.95

Jumlah - V

NO.

URAIAN PEKERJAAN

VI PEKERJAAN KUSEN 1 Pasang kusen kayu Bengkirai

VOLUME SATUAN

1.92 m3

( Rp )

E1

HARGA SATUAN ( Rp )

JUMLAH HARGA ( Rp )

6,784,000.00

13,025,280.00

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Pasang kusen kayu ulin diroter Pasang kusen aluminium Pasang daun pintu panil ulin Pasang daun pintu panil bengkirai Pasang daun pintu Double panil bengkirai Pasang daun pintu kaca Tempered 12 mm + accessories Pasang Daun pintu bengkirai + kaca clear 5 mm Pasang daun jendela aluminium + kaca Stopsol 5 mm ( 60 x 140 ) Pasang daun pintu Panil ( Untuk pintu shaft ) Pasang daun pintu lemari dapur + accessories Pasang Dinding partisi Gypsum + rangka besi hollow Pasang Lapisan Sungkai Wood Pasang List Acitrap 1.5 x 7 cm Pasang Plint kayu bengkirai 2 x 10 cm Pasang Wallpaper Pasang Door closer Pasang engsel pintu kuningan 5 " Pasang Door Holder Pasang Expagnolet Pasang Kaca Stop sol 8 mm + list Pasang kaca bening 5 mm + Sticker sandblasting Pasang kaca es/buram 5 mm + list Pasang kunci tanam 2 slaag Pasang kunci tanam 1 slaag

0.30 822.80 9.00 2.00 10.00 2.00 21.00 92.00 8.00 8.00 342.77 135.91 752.26 493.60 162.51 41.00 174.00 32.00 32.00 54.45 37.80 7.20 25.00 17.00

m3 m1 unit unit unit unit unit unit unit unit m2 m2 m1 m1 m2 bh psg psg psg m2 m2 m2 psg psg

E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 E15

6,784,000.00 185,000.00 950,000.00 950,000.00 1,100,000.00 4,500,000.00 1,500,000.00 575,000.00 350,000.00 250,000.00 318,075.00 159,379.50 34,960.00 39,960.00 228,875.00 222,725.00 46,259.00 214,259.00 112,725.00 299,259.00 264,259.00 224,259.00 139,259.00 124,259.00

2,035,200.00 152,218,000.00 8,550,000.00 1,900,000.00 11,000,000.00 9,000,000.00 31,500,000.00 52,900,000.00 2,800,000.00 2,000,000.00 109,026,567.75 21,661,267.85 26,299,009.60 19,724,256.00 37,194,476.25 9,131,725.00 8,049,066.00 6,856,288.00 3,607,200.00 16,294,652.55 9,988,990.20 1,614,664.80 3,481,475.00 2,112,403.00 561,970,522.00

250,000.00 320,000.00 250,000.00 150,000.00 120,000.00 85,000.00 65,000.00 30,000.00 15,000.00 30,000.00 45,000.00 400,000.00 300,000.00 450,000.00 2,500,000.00 5,000,000.00 7,500,000.00 1,500,000.00

56,250,000.00 1,280,000.00 17,750,000.00 2,700,000.00 240,000.00 5,015,000.00 260,000.00 930,000.00 180,000.00 1,230,000.00 1,170,000.00 5,200,000.00 300,000.00 5,400,000.00 17,500,000.00 130,000,000.00 7,500,000.00 1,500,000.00 254,405,000.00

Jumlah - VI VII 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

PEKERJAAN LISTRIK Pasang 1 titik instalasi listrik ( lampu dan stop kontak ) Pasang Lampu Box tanam 2 x 36 watt + Armatur Pasang Lampu Box tanam 2 x 18 watt + Armatur Pasang Lampu TL1 x 36 watt Pasang Lampu V Shafe 1 x 36 watt Pasang Lampu Downlight 15 watt Pasang Lampu Downlight 7 watt Pasang saklar ganda Pasang saklar tunggal Pasang stop kontak Pasang stop kontak AC Pasang Celling Speaker + Instalasi Pasang Instalasi pipa kabel TV Pasang Instalasi pipa kabel Telepon Pasang Instalasi pipa kabel CCTV Pasang AC Split 1 PK + instalasi Pasang Box lengkap Penyambungan listrik dari bangunan terdekat

225.00 4.00 71.00 18.00 2.00 59.00 4.00 31.00 12.00 41.00 26.00 13.00 1.00 12.00 7.00 26.00 1.00 1.00

ttk ttk ttk ttk ttk ttk ttk ttk ttk ttk ttk unit ttk ttk ttk unit unit ls

-

Jumlah - VII

NO. VIII 1 2 3 4

URAIAN PEKERJAAN PEKERJAAN SANITASI Pasang kloset duduk + instalasi Pasang washtafel + Cermin Pasang Urinoir + instalasi Pasang floor drain

VOLUME SATUAN

9.00 5.00 12.00 16.00

unit unit unit ttk

F1 F2 F3 F4

HARGA SATUAN ( Rp )

JUMLAH HARGA ( Rp )

2,277,985.00 843,850.00 1,067,850.00 39,950.00

20,501,865.00 4,219,250.00 12,814,200.00 639,200.00

5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

Pasang kran air bersih Bak air pas.bata lapis keramik Pasang Shower + instalasi Pasang bak cuci piring/KitchenZink + instalasi Septictank lengkap dengan peresapannya Tempat sabun mandi ( Stainless ) Tempat Tissu ( Stainless ) Pasang Profil Tank 2000 ltr Pasang Pompa + instalasi Pasang Rumah Pompa dari cor beton Pasang Roof drain + instalasi Pasang pipa pembuangan air kotor dia. 4' Pasang pipa pembuangan air hujan dia. 3' Pasang pipa pembuangan air bekas pakai dia. 2' Pasang pipa air bersih dia. 3/4' Pasang pipa air bersih dia. 0,5 ' Penyambungan air bersih dari bangunan terdekat

26.00 8.00 1.00 1.00 2.00 9.00 5.00 4.00 2.00 2.00 4.00 135.00 92.50 125.30 105.00 347.00 1.00

ttk unit unit unit unit unit unit unit unit unit unit m1 m1 m1 m1 m1 ls

F5 F6 F7 F8 F9 F10 -

39,950.00 850,000.00 450,000.00 450,000.00 10,000,000.00 75,000.00 150,000.00 2,500,000.00 3,500,000.00 1,000,000.00 85,000.00 62,062.00 51,987.00 31,062.00 23,312.00 20,212.00 500,000.00

1,038,700.00 6,800,000.00 450,000.00 450,000.00 20,000,000.00 675,000.00 750,000.00 10,000,000.00 7,000,000.00 2,000,000.00 340,000.00 8,378,370.00 4,808,797.50 3,892,068.60 2,447,760.00 7,013,564.00 500,000.00 114,718,775.10

29,600.00 14,190.00 212,400.00 118,600.00 7,781,663.10 7,781,663.10 6,289,610.05 191,591.00 55,661.00 27,625.00 2,500,000.00 435,000.00

506,160.00 44,556.60 95,580.00 1,067,400.00 12,217,211.07 24,745,688.66 4,905,895.84 5,029,263.75 760,329.26 377,357.50 2,500,000.00 435,000.00 52,684,442.67

30,780.50 36,500.50 30,780.50 119,120.00 34,365.00 650,000.00 2,000,000.00 4,500,000.00 7,500,000.00 5,000,000.00 12,000,000.00 2,500,000.00 4,000,000.00 200,000.00 250,000.00 1,500,000.00

34,613,595.67 48,598,955.73 26,148,650.36 52,967,899.20 1,410,683.25 24,706,500.00 4,000,000.00 9,000,000.00 15,000,000.00 5,000,000.00 12,000,000.00 12,500,000.00 4,000,000.00 21,880,000.00 2,500,000.00 1,500,000.00 275,826,284.21

Jumlah - VIII IX 1 2 3 4 5 6 7 8 9 10 11 12

PEKERJAAN GROUND WATER TANK Galian tanah pondasi Urugan tanah kembali Urugan pasir bawah lantai dan pondasi Cor lantai kerja Cor beton bertulang plat beton tebal 20 cm Cor beton bertulang plat beton tebal 15 cm Cor beton bertulang plat beton tebal 10 cm Pasang keramik dinding dan lantai 20/20 cm Plesteran dinding 1 : 2 Acian dinding Pasang tangga besi galvanis Pasang plat besi penutup lubang kontrol

17.10 3.14 0.45 9.00 1.57 3.18 0.78 26.25 13.66 13.66 1.00 1.00

m3 m3 m3 m2 m3 m3 m3 m2 m2 m2 unit unit

A2 A3 A4 C10 C33 C33 C34 B16 B4 B7 Jumlah - IX

X 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

PEKERJAAN PENGECATAN DAN LAIN - LAIN Pengecatan dinding dan beton yang terlihat ( Interior ) Pengecatan dinding dan beton yang terlihat ( Eksterior ) Pengecatan plafond gypsum dan Calsium Silikat Pengecatan Melamic kusen, daun pintu dan daun jendela Pengecatan kilap listplank Pasang Reiling Tangga Pasang Pintu Plat besi penutup lubang service Pasang tangga besi pada lubang service Pasang Ornamen Kolom teras dari plesteran Pasang Lambang/Logo UPTD PU Pasang Banner Kuningan Meja cor beton washtafel Meja cor beton dapur Pasang parit dari pasangan bata 1 : 4 diplester Pasang bak kontrol parit dari pasangan bata 1 : 4 Pembersihan kembali

1,124.53 1,331.46 849.52 444.66 41.05 38.01 2.00 2.00 2.00 1.00 1.00 5.00 1.00 109.40 10.00 1.00

m2 m2 m2 m2 m2 m2 unit unit unit unit unit unit unit m1 unit ls

G1 G2 G1 G3 G4 Jumlah - X

REKAPITULASI Satuan Kerja Kegiatan Pekerjaan

0 0 0 0 0 0

Sub Pekerjaan Lokasi

NO.

URAIAN PEKERJAAN

TOTAL HARGA

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

Rp. Rp. Rp. Rp. Rp. Rp.

4,860,842,807.01 486,084,280.70 5,346,927,087.71 145,825,284.21 5,492,752,371.92 5,492,752,000.00

JUMLAH PPn 10 % Jumlah IMB ( 3 % x Jumlah sebelum PPn ) JUMLAH DIBULATKAN

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

I. PEK.PENDAHULUAN 1 Bouwplank

=

125.00 m1

(panjang benang keliling)

II. PEK. TANAH LEBAR 1 Galian tanah pondasi Pondasi 1 Pondasi 2 Sloof

= = =

2 Urugan tanah kembali

=

3 Urugan tanah peil Dalam gedung Luar gedung

= =

4 Urugan pasir bawah pondasi Pondasi 1 Pondasi 2 Sloof

= = =

PANJANG 0.80 0.80 0.40

x x x

1.44 0.80 0.25

18.98 m3

(V galian tanah total / 3)

TINGGI 0.75 0.25

x x

0.07 0.07 0.07

x x x

LUAS ALAS 459.00 178.50

TINGGI

5 Urugan pasir bawah lantai Dalam gedung Luar gedung

= =

6 Pancang Mini Pile Pondasi 1 Pondasi 2

= =

LEBAR 0.80 0.80 0.40

TINGGI

LUAS 0.05 0.05

x x

2.00 1.00

x x

459.00 178.50

BANYAK PILE

BANYAK PONDASI 20.00 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 : 4 dinding bawah dinding Atas Tangga pondasi

= = = =

4.50 3.70 0.30 0.45

x x x x

126.00 152.00 22.40 39.00

=

4.16

1.12*9 Luas kusen

0.63*42

6.82*2 10.08

0.33*16

13.64 0.63*4

26.46 dinding 1 : 2

3 Dinding 1 : 2 dinding biasa dinding km/wc

= =

0.75 2.40 0.6*9

Luas kusen

=

5 Plesteran 1 : 2

=

6 penebalan plesteran / tali air

=

7 Benangan plesteran

=

8 Acian

=

9 Homogenius tile 40/40 cm lantai 1 lantai 2 tangga Bordes rabat luar

= = = = = = = =

5.40

(DI 1 BATA + DI 1:4) 759.63 DI 1:2 BATA 364.90

2.00

DINDING BAWAH (1:4) 126.00 117.00 1*3 3.00

2.00

x

2.00

29.06

x

2.00

PLEST 1/4 1,519.26

+

PLEST1/2 729.80

363.62 + 9.00 378.00 7.02 + 4.10 10.22 138.96 KERAM MOZ 1 KERAM MOZ 2 2.56 + 7.04 4.67 (LUAS HOMO 20/40) 11.98+2.4 14.38

-

20.00

-

15.47

-

=

12 Homogenius tile 20/40 cm ( Anti Licin ) 13 Keramik mozaik I

2.52

x

10 Homogenius tile 40/40 cm ( Anti Licin ) 11 Homogenius tile 20/40 cm

x x 1*2

=

4 Plesteran 1 : 4

Mozaik 20/40

5.28

=

=

0.64

x

4.00

+

6.40

0.16*4 14 Keramik mozaik II

=

0.64

15 Keramik mozaik III

=

15.33

16 Batu Alam Andesit 20/40 cm

=

0.4*7.5*2*2

7.34*4 12.00

+

13.50

-

2.5*5.4 17 Granito Tile 40/40 cm 18 Keramik 30/30 cm ( anti licin )

=

29.36 4.2+1.8+1.8 7.80

IV.

lantai 1 lantai 2

= =

22.43 22.43

+ +

13.52 13.99

19 Keramik dinding 30/30 cm lantai 1 lantai 2

= =

33.31 33.31

+ +

23.91 24.80

Kusen

=

8.00

Volume jadi Dapur

= =

120.80 10.98

x x

1.80 2.00

20 Step Nosing tangga 5/20 cm

=

15.00

+

26.00

21 Cor coral sikat

=

22 Keramik 10/30 cm

=

64.77 LUAS KER D 30/30 120.80

+

10.98

PEK.BETON BERTULANG 1 Cor rabat

TINGGI =

2 Cor lantai kerja Pondasi 1 Pondasi 2 Sloof

= = =

3 Pile cap A

=

0.07

x

0.80 0.80 0.40

x x x

0.60

x

LEBAR

PANJANG

LEBAR

=

5 Sloof 30/50 cm

=

0.60

x

0.30

x

0.25

=

x

0.20

=

x

0.15

=

x

0.15

=

x

0.45

=

x

0.30

=

x

0.45 LEBAR

0.30 PANJANG

0.45 LEBAR

PANJANG 12 Kolom 30/30 cm

0.25 LEBAR

PANJANG 11 Kolom 30/45 cm

0.30 LEBAR

PANJANG 10 Kolom 45/45 cm

0.30 LEBAR

PANJANG 9 Sloof 15/25 cm

0.50 LEBAR

PANJANG 8 Sloof 15/30 cm

0.50 LEBAR

PANJANG 7 Sloof 20/30 cm

0.60 LEBAR

PANJANG =

1.24 PANJANG

PANJANG

6 Sloof 25/50 cm

1.44 0.80 270.00 PANJANG

LEBAR 4 Pile cap B

LUAS DALAM + LUAR 637.50

x

0.30 LEBAR

13 Kolom 10/20 cm

= =

0.10 0.10

x x

0.10 0.10 0.10 0.10 0.10

x x x x x

PANJANG 14 Kolom 10/10 cm

lantai 1 lantai 2 As 8 As A & J As 8

= = = = =

LEBAR

PANJANG 15 Balok 30/50 cm

=

0.30

=

x

=

18 Balok 25/40 cm

=

0.25

x

0.25

x

0.25

x

=

21 Balok 20/30 cm

=

0.20

x

0.20

x

0.20

x

0.15

=

x

0.15

=

x

0.20

=

x

0.10

=

x

0.20

=

x

=

29 Plat Bordes

=

0.15 LEBAR

0.10

x

TINGGI 28 Plat lantai

0.15 LEBAR

PANJANG 27 Balok latai 10/15 cm

0.30 LEBAR

PANJANG 26 Balok latai 20/15 cm

0.25 LEBAR

PANJANG 25 Ring Balok 10/15 cm

0.30 LEBAR

PANJANG 24 Ring Balok 20/30 cm

0.30 LEBAR

PANJANG 23 Balok 15/25 cm

0.35 LEBAR

PANJANG =

0.40 LEBAR

PANJANG

22 Balok 15/30 cm

0.40 LEBAR

PANJANG 20 Balok 20/35 cm

0.45 LEBAR

PANJANG =

0.50 LEBAR

PANJANG

19 Balok 20/40 cm

0.50 LEBAR

PANJANG 17 Balok 25/45 cm Bordes

0.10 0.10 0.10 0.10 0.10 LEBAR

PANJANG 16 Balok 25/50 cm

0.20 0.20

0.15 LUAS

0.12

x

0.12

x

433.20 LUAS (2*6) 12.00

0.10

x

(

TINGGI TINGGI 30 Plat Atap

=

31 Plat Kanopy dan sirip Kanopy

=

Sirip

=

0.08*0.35*6.66*8 0.08*0.35*2*4 1.49 + 0.22 0.08*0.3*15.2*2 0.08*0.3*13*3 0.08*0.3*22.5*2 0.73 0.94 1.08 0.15*1.6*3.4*2

32 Beton Tangga

plat

=

1.63

+

0.15*1.8*3.1 0.84

segitiga

=

((0.2*0.3)/2)*1.6*18 0.86

((0.2*0.3)/2)*1.8*9 0.49

+

V. PEK. ATAP DAN PLAFOND 1 Rangka atap metal Type 1 Type 2 Type 3 Type 4 Type 5 Total luas atap

PNJG ATAS = = = = =

18.10 5.25 18.10 8.70 5.30

PNJG BWH 33.10 9.10 33.10 15.10 7.50

+ x + x

=

2 Atap 3 Lapisan aluminium 4 Bubungan

=

18.10

7.50

38.40

33.10

2.60

(6.20*20) 5 Talang

=

12.40

6 Listplank 0.8/25 cm

=

33.10

7 Plafond gypsum Lantai 1 Lantai 2 Mainan plafond

luas = =

luas 93.62 93.87 29.03 3.30

= luas

8 Plafond fiber cement

=

31.30

=

10 List C 24 = =

Maianan plafond

=

11 List cornece fiber cement

16.30

111.80

27.65

82.31 73.11 22.54 43.96

=

14.42 luas

luas

luas

57.58 41.95 14.64 23.05 luas

luas

luas Lantai 1 Lantai 2

55.98 65.00 16.15 4.01 luas

luas 9 Plafond Spandrill

luas

23.05 luas

33.84 34.84 17.18 53.48 luas

184.45

36.60 27.52 16.50 46.10 luas

45.81

43.26

VI. PEK. KUSEN 5.8*8 1 Kusen bengkirai

=

5.2*2 46.40

5.2*2 10.40

10.40

5.1*9 2 Kusen ulin

=

45.90 25.05*2

3 Pasang kusen aluminium 4 5 6 7 8 9 10

=

5.7*2 50.10 83.00

9.9*36

11.40 (4.15*5*2*2)

356.40

Daun pintu panil ulin Daun pintu panil bengkirai Daun pintu Double panil bengkirai Daun pintu kaca Tempered 12 mm + accessories Daun pintu bengkirai + kaca clear 5 mm Daun jendela aluminium + kaca Stopsol 5 mm ( 60 x 140 ) Daun pintu Panil ( Untuk pintu shaft )

11 Dinding partisi Gypsum + rangka kayu 5/10 cm

Atas Bawah kusen

1.52*2*5 12 Sungkai Wood

=

3.29*1

3.86*1

15.20 42.95*1

3.29 4.11*1

42.95 5.8*2*8 13 List Acitrap 1.5/7 cm

=

3.86

4.11 5.2*2*2

5.2*2*2

92.80

20.80

42.95

4.11

20.80

42.95*1

14 Plint kayu 2/10 cm

bawah atas

= =

Pintu

=

253.00 275.00 1.5*8

0.9*1

0.9*2

12.00

0.90

35.3*3.5 15 Wallpaper

luas dindin = kusen

16 17 18 19

22.9*3.5 123.55

x

80.15

1.95*6 3.43 11.7

=

1.80

3.43*2 6.86

Door closer Engsel pintu kuningan 5 " Handle Pintu Expagnolet 0.74*4*2

20 Kaca Stop sol 8 mm + list

=

1.54*2 5.92

0.84*2*8 21 Kaca bening 5 mm + sandblastin = 22 Kaca es/buram 5 mm + list

=

0.84*3*4 13.44

0.15*4*4

0.24*2*36 3.08

10.08 0.15*2*16 2.40 4.80

17.28 0.84*3*1 2.52

23 Kunci tanam 2 slaag 24 Kunci tanam 1 slaag

VII. PEK. LISTRIK 1 2 3 4 5 6 7 8 9 10 11 12 13 14

Pasang 1 titik instalasi listrik ( lampu dan stop kontak ) Pasang Lampu Box tanam 2 x 36 watt + Armatur Pasang Lampu Box tanam 2 x 18 watt + Armatur Pasang Lampu TL1 x 36 watt Pasang Lampu V Shafe 1 x 36 watt Pasang Lampu Downlight 15 watt Pasang Lampu Downlight 7 watt Pasang saklar ganda Pasang saklar tunggal Pasang stop kontak Pasang stop kontak AC Pasang Celling Speaker + Instalasi Pasang Box lengkap Penyambungan listrik dari bangunan terdekat

VIII. PEK. SANITASI 1 Pasang kloset duduk + instalasi 2 Pasang washtafel 3 Pasang kran air bersih 4 Pasang floor drain 5 Bak air 6 Septictank lengkap dengan peresapannya 7 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 2 Urugan tanah kembali 3 Urugan pasir

= = =

3.00 17.10 3.00

x x

3.00 13.96 3.00

4 5 6 7 8 9 10 11 12 13

X.

Cor lantai kerja Cor plat tebal 20 cm Cor plat tebal 15 cm Cor plat tebal 10 cm Keramik 20/20 cm Plesteran Acian dinding Tangga besi Plampung Penutup lubang kontrol

= = = = = = = = = =

3.00 2.80 2.00 2.80 20.00 5.82

3.00 2.80 10.60 2.80 6.25 7.84

= = =

759.63 759.63 767.34

= = = =

341.60 50.00 0.02 0.02

1.00 unit 1.00 unit 1.00 unit

PEKERJAAN PENGECATAN DAN LAIN - LAIN 1 Pengecatan dinding, dinding Interior 2 Pengecatan dinding, dinding Eksterior 3 Pengecatan plafond gypsum dan fibercement 4 Melamik kusen,pintu

x x x x + +

kusen pintu Acitrap Plint 2/10 cm

5 Pengecatan listplank 6 7 8 9 10 11 12 13 14 15 16

Reling tangga Pasang Pintu Plat besi penutup lubang service Pasang tangga besi pada lubang service Pasang Ornamen Kolom teras dari plesteran Pasang Lambang/Logo UPTD PU Pasang Banner Kuningan Meja cor washtafel Meja cor dapur Pasang parit dari pasangan bata 1 : 4 diplester Pasang bak kontrol parit dari pasangan bata 1 : 4 Pembersihan kembali

42.23

x

jang benang keliling)

TINGGI x x x

BANYAKNYA 0.90 0.80 270.00

x x

20.00 18.00 Total

galian tanah total / 3)

Total PANJANG x x x

BANYAK

1.44 0.80 270.00

x x

20.00 18.00 Total

Total

NYAK PONDASI

Total

+

28.87

1.76*2

2.53*36 3.52

1.95*6 91.08

1.18*3 11.70

1.99*3 3.54

Total 5.97

Total

DING BAWAH (1:4)

Total Total

PENEBALAN PLES 58.12

+

+

3.00

+

KERAM MOZ 2 15.33

RAM MOZ 2

KERAM MOZ 1 2.56 KERAM MOZ 2 15.33 11.98

+

5.20

+

8.10 Total

+

13.47

Total = = =

217.44 m2 21.96 m2 239.40 m2

:

0.20

x x

BANYAKNYA 20.00 18.00

AS DALAM + LUAR

Total TINGGI x

0.50

x

0.30

x

TINGGI x

BANYAKNYA 20.00 BANYAKNYA 18.00

KEL x

60.00 KEL

x

180.00 KEL

x

41.00 KEL

x

6.00 KEL

x

6.00 TINGGI

x

9.30

x

7.75

x

8.75

x

TINGGI x TINGGI x TINGGI

BANYAKNYA 28.00 BANYAKNYA 2.00 BANYAKNYA 8.00 BANYAKNYA

x x

3.95 3.75

x x

12.00 12.00

x x x x x

BANYAKNYA 39.00 39.00 6.00 16.00 3.00

Total TINGGI x x x x x

3.95 3.75 6.00 2.25 1.15

Total x x x x x x x x x x x x x

LUAS (2*6) 12.00

KEL. PANJANG SLURUH 73.00 KEL. PANJANG SLURUH 142.00 KEL. PANJANG SLURUH 6.00 KEL. PANJANG SLURUH 85.70 KEL. PANJANG SLURUH 18.00 KEL. PANJANG SLURUH 6.00 KEL. PANJANG SLURUH 75.00 KEL. PANJANG SLURUH 13.00 KEL. PANJANG SLURUH 4.00 KEL. PANJANG SLURUH 111.00 KEL. PANJANG SLURUH 38.00 KEL. PANJANG SLURUH 4.70 KEL. PANJANG SLURUH 252.00

+

LUAS (3*8) 24.00

+

LUAS (3*8) 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

*0.3)/2)*1.8*9

TINGGI : : : : x

2.00 2.00 2.00 2.00 2.00

12.40

8.70

x x

8.70 2.00

-

23.89

(PANJANG KESL BUBUNGAN)

15.10 luas

TIPE 2

x

15.10 luas

41.50 42.22 13.33

7.50 luas

37.33 27.58 10.64

### (PANJANG KESL LISTPLANK) luas

37.00 27.87

luas 19.29

12.40

Total luas 20.16

luas

luas 26.78 28.92 15.15

luas

luas 27.30 21.14 15.78

luas 22.96

11.4*8

luas 25.87 22.54

luas 18.46

luas 24.46

51.84

13.7*4 91.20

14.14

7.2*5 54.80

13.70

12.80

5*4 36.00

20.00

8.55*6

4.9*3

8.1*3

51.30

4.2*42

14.70

luas = =

2.4*16

176.40

16.80

38.4

luas

84.00 53.00 3.43*8 27.44 5.32*4 21.28

=

4.2*4

24.30

x x 2.2*2

3.50 3.25 2.2*2 4.40

4.40

5.32*1 5.32

4.40

5.58*8 44.64 2.32*5 11.60 Total

2.61*1

3.6*1 2.61

8.5*5*8 340.00

1.5*8

3.60

9.3*2*4 74.4

7.07*5 35.35

0.25*2 5.24

9.3*2*1 18.6

19.20

12.80

72.00

53.00

2.50

0.70

7.2*2*5

0.9*4 12.00

0.50

1.25*2 3.60

0.90

Total

2.54*2 5.08

3.53*2*2 14.12 Total

0.99*3

0.84*2*3 2.97

0.84*4

0.24*2*42 5.04

0.84*2*5 3.36

8.40

20.16

= = = = = = = = = = = = = =

224.00 4.00 71.00 18.00 2.00 59.00 4.00 31.00 12.00 41.00 25.00 13.00 1.00 1.00

ttk ttk ttk ttk ttk ttk ttk ttk ttk ttk ttk unit unit ls

= = = = = = = = = = =

5.00 4.00 15.00 5.00 1.00 1.00 1.00 40.00 92.50 104.00 1.00

unit unit ttk ttk unit unit unit m1 m1 m1 ls

x

1.90

x

0.05

x x x

0.20 0.15 0.10

+ + +

364.90 364.90 82.18

x x + +

0.36 3.97 0.07 0.10

+

148.81

x x

752.26 493.60

+

58.12

Total Listplank 0.90

=

114.00

= = = = = = = = = = =

38.01 2.00 2.00 2.00 1.00 1.00 5.00 1.00 109.40 10.00 1.00

x m2 unit unit unit unit unit unit unit m1 unit ls

0.36

= = = =

= = =

= = = =

20.74 9.22 27.00 56.95

m3 m3 m3 m3

344.25 m3 44.63 m3 388.88 m3

1.61 0.81 7.56 9.98

m3 m3 m3 m3

= = =

22.95 m3 8.93 m3 31.88 m3

= = =

40.00 ttk 18.00 ttk 58.00 ttk

=

148.81 m2

= = = = = =

567.00 562.40 6.72 17.55 1,153.67 177.95

m2 m2 m2 m2 m2 m2

= =

364.90 m2 610.82 m2

= = = = =

94.50 280.80 375.30 10.40 364.90

m2 m2 m2 m2 m2

=

1,519.26 m2

=

729.80 m2

=

58.12 m2

=

58.12 m2

=

2,307.18 m2

= = = = = = = = =

372.62 378.00 19.32 10.22 138.96 919.12 24.93 4.67 889.52

m2 m2 m2 m2 m2 m2 m2 m2 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

= = =

35.95 m2 44.52 m2 80.47 m2

= = = = =

57.22 71.58 128.80 8.00 120.80

=

205.00 m1

=

64.77 m2

=

131.78 m1

=

44.63 m3

= = = =

23.04 11.52 108.00 142.56

m1 m1 m1 m1 m1

m3 m3 m3 m3

=

7.44 m3

=

1.94 m3

=

9.00 m3

=

22.50 m3

=

2.46 m3

=

0.27 m3

=

0.23 m3

=

52.73 m3

=

2.09 m3

=

6.30 m3

= = =

0.95 m3 0.90 m3 1.85 m3

= = = = = =

1.54 1.46 0.36 0.36 0.03 3.76

m3 m3 m3 m3 m3 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

= =

1.35 m3 3.82 m3

= = = = =

198.83 23.89 222.72 131.37 79.50

m2 m2 m2 m2 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

=

0.30 m3

=

822.80 m1

= = = = = = =

9.00 2.00 10.00 2.00 21.00 92.00 8.00

unit unit unit unit unit unit unit

= = = =

294.00 172.25 466.25 123.48

m2 m2 m2 m2

=

342.77 m2

=

135.91 m2

=

752.26 m1

= = = = =

253.00 275.00 528.00 34.40 493.60

=

203.70 m2

= =

41.19 m2 162.51 m2

= = = = = = = = =

41.00 174.00 32.00 32.00 54.45 37.80 7.20 25.00 17.00

m1 m1 m1 m1 m1

psg bh bh psg m2 m2 m2 psg psg

0.0065

45.9000

= = =

17.10 m3 3.14 m3 0.45 m3

= = = = = = =

9.00 1.57 3.18 0.78 26.25 13.66 13.66

= = =

1,124.53 m2 1,331.46 m2 849.52 m2

= = = = = =

122.98 198.50 63.94 59.23 444.65

m2 m3 m3 m3 m2 m2 m2

m2 m2 m2 m2 m2

41.04 m2

Jumlah No.

Item Pekerjaan

Berat

Total

Harga Besi

Harga

Besi

Panjang

Besi

Besi

Rata Rata

Bekisting

Bh

m'

Kg

Kg

Rp/ Kg

Rp/m3

5.000 6.700

3.270 2.040

2.230 1.578

36.461 21.568 58.029 155.991

1 Poerplat 60x124 , t = 50 cm ( A ) 0.372 Besi Pokok Dia. 19 mm Besi Pokok Dia. 16 mm

Total : 2 Poerplat 60x60 , t = 30 cm ( B ) 0.108 Besi Pokok Dia. 13 mm Besi Pokok Dia. 13 mm

6.700 6.700

1.500 1.500

1.040 1.040 Total :

10.452 10.452 20.904 193.556

3 Sloof. 30/50 ( S1 ) 6.667 Besi Pokok Dia. 16 mm Skg. Ø10 - 15 cm

10.000 7.000

1.000 1.450

1.578 0.617 Total :

15.780 6.263 22.043 146.950

4 Sloof. 25/50 ( S2 ) 8.000 Besi Pokok Dia. 16 mm Skg. Ø10 - 15 cm

10.000 7.000

1.000 1.350

1.578 0.617 Total :

15.780 5.831 21.611 172.885

5 Sloof. 20/30 ( S3 ) 16.667 Besi Pokok Dia. 16 mm Skg. Ø10 - 15 cm

6.000 7.000

1.000 0.850

1.578 0.617 Total :

9.468 3.671 13.139 218.986

6 Sloof. 15/30 ( S4 ) 22.222 Besi Pokok Dia. 13 mm Skg. Ø10 - 15 cm

6.000 7.000

1.000 0.750

1.040 0.617 Total :

6.240 3.239 9.479 210.650

1.040

4.160

7 Sloof. 15/25 ( S5 ) 26.667 Besi Pokok Dia. 13 mm

4.000

1.000

Jumlah No.

Item Pekerjaan Skg. Ø10 - 15 cm

Berat

Total

Harga Besi

Harga

Besi

Panjang

Besi

Besi

Rata Rata

Bekisting

Bh 7.000

m' 0.600

Kg 0.617

Kg 2.591 6.751 180.037

Rp/ Kg

Rp/m3

Total : 8 kolom. 45/45 ( K1 ) 4.938 Besi Pokok Dia. 16 mm Skg. Ø10 - 15 cm

12.000 7.000

1.000 1.650

1.578 0.617 Total :

18.936 7.126 26.062 128.703

9 kolom. 30/45 ( K2 ) 7.407 Besi Pokok Dia. 13 mm Skg. Ø10 - 15 cm

10.000 7.000

1.000 1.350

1.040 0.617 Total :

10.400 5.831 16.231 120.227

10 kolom. 30/30 ( K3 ) 11.111 Besi Pokok Dia. 16 mm Skg. Ø10 - 15 cm

12.000 7.000

1.000 1.050

1.578 0.617 Total :

18.936 4.535 23.471 260.788

11 kolom. 10/20 ( K4 ) 50.000 Besi Pokok Dia. 12 mm Skg. Ø10 - 15 cm

4.000 7.000

1.000 0.550

0.888 0.617 Total :

3.552 2.375 5.927 296.373

12 Balok 30/50 ( B1 ) 6.667 Besi Pokok Dia. 16 mm Skg. Ø10 - 15 cm

10.000 7.000

1.000 1.400

1.578 0.617 Total :

15.780 6.047 21.827 145.511

13 Balok 25/50 ( B2 ) 8.000 Besi Pokok Dia. 16 mm Skg. Ø10 - 20 cm

10.000 7.000

1.000 1.300

1.578 0.617 Total :

15.780 5.615 21.395 171.158

1.578

15.780

14 Balok 25/45 ( B3 ) 8.889 Besi Pokok Dia. 16 mm

10.000

1.000

Jumlah No.

Item Pekerjaan Skg. Ø10 - 10 cm

Berat

Total

Harga Besi

Harga

Besi

Panjang

Besi

Besi

Rata Rata

Bekisting

Bh 7.000

m' 1.200

Kg 0.617

Kg 5.183 20.963 186.336

Rp/ Kg

Rp/m3

Total : 15 Balok 25/40 ( B4 ) 10.000 Besi Pokok Dia. 16 mm Skg. Ø10 - 10 cm

10.000 7.000

1.000 1.100

1.578 0.617 Total :

15.780 4.751 20.531 205.309

16 Balok 20/40 ( B5 ) 12.500 Besi Pokok Dia. 16 mm Skg. Ø10 - 10 cm

6.000 7.000

1.000 1.000

1.578 0.617 Total :

9.468 4.319 13.787 172.338

17 Balok 20/35 ( B6 ) 14.286 Besi Pokok Dia. 13 mm Skg. Ø10 - 10 cm

8.000 7.000

1.000 0.950

1.040 0.617 Total :

8.320 4.103 12.423 177.472

18 Balok 20/30 ( B7 ) 16.667 Besi Pokok Dia. 13 mm Skg. Ø10 - 10 cm

6.000 7.000

1.000 0.800

1.040 0.617 Total :

6.240 3.455 9.695 161.587

19 Balok 15/30 ( B8 ) 22.222 Besi Pokok Dia. 13 mm Skg. Ø10 - 10 cm

6.000 7.000

1.000 0.700

1.040 0.617 Total :

6.240 3.023 9.263 205.851

20 Balok 15/25 ( B9 ) 26.667 Besi Pokok Dia. 13 mm Skg. Ø10 - 10 cm

4.000 7.000

1.000 0.650

1.040 0.617 Total :

4.160 2.807 6.967 185.796

0.888

3.552

21 Balok Latai 20/15 ( B10 ) 33.333 Besi Pokok Dia. 12 mm

4.000

1.000

Jumlah No.

Item Pekerjaan Skg. Ø10 - 10 cm

Berat

Total

Harga Besi

Harga

Besi

Panjang

Besi

Besi

Rata Rata

Bekisting

Bh 7.000

m' 0.650

Kg 0.617

Kg 2.807 6.359 211.978

Rp/ Kg

Rp/m3

Total : 22 Plat lantai t= 12 cm 0.120 Besi Pokok Dia. 12 mm - 20 Besi Pokok Dia. 10 mm - 20

12.000 12.000

1.000 1.000

0.888 0.617 Total :

23 Plat atap,kanopy,listplank t= 10 cm 0.100 Besi Pokok Dia. 10 mm - 20

10.000

1.000

0.617 Total :

10.656 7.404 18.060 150.500

6.170 6.170 61.700

Jumlah No.

Item Pekerjaan

Berat

Total

Harga Besi

Harga

Besi

Panjang

Besi

Besi

Rata Rata

Bekisting

Bh

m'

Kg

Kg

Rp/ Kg

Rp/m3

3,500,000,000.000 Harga Beton Rp/m3

Total Harga (Rp)

35,000,000.000 6.667

#REF! #REF!

Harga Beton Rp/m3

Total Harga (Rp)

35,000,000.000

Harga Beton Rp/m3

Total Harga (Rp)

35,000,000.000

Harga Beton Rp/m3

Total Harga (Rp)

35,000,000.000

dia.

kg

4 6 8

0.125 0.222 0.395

Harga Beton Rp/m3

Total Harga (Rp)

35,000,000.000

10 12 13 14 16 18 19 20 22 25 28

0.617 0.888 1.040 1.210 1.578 2.000 2.230 2.470 2.980 3.850 4.830