23 - kafe rab

DAFTAR HARGA SATUAN UPAH DAN BAHANKOTA SEMARANG

Satuan Harga

No. Uraian Satuan

(Rp)

A UPAH:

1 Tukang hari 40,000

2 Kepala tukang hari 45,000

3 Pekerja hari 32,000

4 Mandor hari 40,000

B BAHAN / MATERIAL:

1 Ampelas biasa lbr 2,000

2 Ampelas niken lbr 3,500

3 Batu bata bh 300

4 Batu belah m3 110,000

5 Besi beton polos kg 10,000

6 Bubungan genting beton bh 6,500

7 Cat dasar kg 14,000

8 Cat kilap kg 40,000

9 kg 18,000

10 Cat tembok eksterior kg 40,000

11 Cat tembok interior kg 15,000

12 bh 3,900

13 lbr 55,000

14 Kaca bening 5 mm m2 78,500

15 Kawat pengikat kg 14,000

16 Bambu cor btg 6,500

17 btg 18,000

18 Papan cor lbr 7,000

19 Keramik 40 x 40 cm dos 7,500

20 Keramik 20 x 20 cm dos 1,400

21 Koral beton m3 200,000

22 Lembar seng m1 27,000

23 List Gypsum m1 12,000

24 Minyak cat ltr 7,000

25 Paku bermacam-macam ukuran kg 10,000

26 kg 30,000

27 Pasir pasang m3 160,000

28 Pasir urug m3 80,000

Cat meni

Genting beton flat

Gypsum Board 9 mm

Besi hollow

Paku gypsum

29 Plamir kayu kg 12,000

30 zak 40,000

31 Semen warna kg 12,500

32 ls 18,000

33 Kayu usuk 5/7 x 4 m kruwing btg 65,000

34 Kayu reng 2/3 4 m kruwing btg 11,000

35 lbr 45,000

36 Papan 2/20 x 4 m kruwing lbr 65,000

37 Kayu kruwing 6/12 x 4 m btg 140,000

38 Batu alam m2 110,000

39 Kosen aluminium m1 55,000

40 lbr 600,000

41 Daun jendela + kaca Bening lbr 400,000

42 Daun pintu PVC set 245,000

43 bh 30,000

Keterangan:

1. Murah atau mahalnya biaya tergantung penggunaan bahan.

2. Harga diperhitungkan berdasarkan harga bahan di kota Semarang bulan April-Mei 2010.

3. Harga upah tenaga disesuaikan dengan harga pasaran pembangunan rumah standar umum—bukan standar perumahan sederhana, periode April-Mei 2010.

Semen portland (PC) 40 kg

Alat bantu / steger

Wood plank 2/20 x 4 m

Daun pintu angzdoor

Roster kayu

DAFTAR HARGA SATUAN UPAH DAN BAHANKOTA SEMARANG

Keterangan



DAFTAR ANALISA PEKERJAAN

RUMAH USAHA

I. PEKERJAAN PERSIAPAN1. Analisis 1 m² Pembersihan Lapangan

0.1000 Pekerja @Rp 32,000.00 Rp 3,200.00

0.0500 Mandor @Rp 40,000.00 Rp 2,000.00

Rp 5,200.00

0.5000 btg Bambu cor @Rp 6,500.00 Rp 3,250.00

0.5000 lbr Papan cor @Rp 7,000.00 Rp 3,500.00

0.0200 kg Paku @Rp 10,000.00 Rp 200.00

0.1000 Tukang @Rp 40,000.00 Rp 4,000.00

0.0100 Kepala tukang @Rp 45,000.00 Rp 450.00

0.1000 Pekerja @Rp 32,000.00 Rp 3,200.00

0.0050 Mandor @Rp 40,000.00 Rp 200.00

Rp 14,800.00

II. PEKERJAAN FONDASI

0.7500 Pekerja @Rp 32,000.00 Rp 24,000.00

0.0250 Mandor @Rp 40,000.00 Rp 1,000.00

Rp 25,000.00

2. Analisis 1 m³ Urugan Tanah Kembali0.2500 Pekerja @Rp 32,000.00 Rp 8,000.00

0.0084 Mandor @Rp 40,000.00 Rp 336.00

Rp 8,336.00

3. Analisis 1 m³ Urugan Pasir Bawah Fondasi1.2000 Pasir urug @Rp 80,000.00 Rp 96,000.00

0.3000 Pekerja @Rp 32,000.00 Rp 9,600.00

0.0100 Mandor @Rp 40,000.00 Rp 400.00

Rp 106,000.00

1.1000 Batu kali @Rp 110,000.00 Rp 121,000.00

0.5000 Pasir urug @Rp 80,000.00 Rp 40,000.00

1.5000 Pekerja @Rp 32,000.00 Rp 48,000.00

2. Analisis 1 m¹ Pasangan Bouwplank

1. Analisis 1 m³ Galian Tanah Fondasi

m³

4. Analisis 1 m³ Aanstamping Batu Kalim³

m³

0.0750 Mandor @Rp 40,000.00 Rp 3,000.00

Rp 212,000.00

5. Analisis 1 m³ Pasangan Fondasi Batu Kali ad. 1 : 81.2000 Batu kali @Rp 110,000.00 Rp 132,000.00

2.4000 zak @Rp 40,000.00 Rp 96,000.00

0.7600 Pasir pasang @Rp 160,000.00 Rp 121,600.00

0.6000 Tukang @Rp 40,000.00 Rp 24,000.00

0.0600 Kepala tukang @Rp 45,000.00 Rp 2,700.00

1.5000 Pekerja @Rp 32,000.00 Rp 48,000.00

0.0750 Mandor @Rp 40,000.00 Rp 3,000.00

Rp 427,300.00

III. PEK. BETON BERTULANG Ad. 1:2:3

7.8960 zak @Rp 40,000.00 Rp 315,840.00


0.8200 Koral beton @Rp 200,000.00 Rp 164,000.00

0.2500 Tukang @Rp 40,000.00 Rp 10,000.00


1.6500 Pekerja @Rp 32,000.00 Rp 52,800.00

0.0800 Mandor @Rp 40,000.00 Rp 3,200.00

Rp 625,365.00

b. Analisis Tulang Besi 1 Kg Besi Beton Terpasang

1.0500 kg Besi beton @Rp 10,000.00 Rp 10,500.00

0.0150 kg Kawat pengikat @Rp 14,000.00 Rp 210.00

0.0070 Tukang @Rp 40,000.00 Rp 280.00


0.0070 Pekerja @Rp 32,000.00 Rp 224.00

0.0004 Mandor @Rp 40,000.00 Rp 16.00

Rp 11,261.50

0.8333 lbr Papan cor @Rp 7,000.00 Rp 5,833.33

0.2000 kg Paku biasa @Rp 10,000.00 Rp 2,000.00

0.3300 Tukang @Rp 40,000.00 Rp 13,200.00


0.6600 Pekerja @Rp 32,000.00 Rp 21,120.00

0.0330 Mandor @Rp 40,000.00 Rp 1,320.00

m³

Semen portland (PC)

m³

a. Analisis 1 m³ Beton ad. 1 : 2 : 3 (site mix K-225)

Semen portland (PC)

m3

m3

c. Analisis Upah Bekisting (dengan papan cor l=20 cm p=200 cm) / m² (3x pakai)

Rp 44,958.33

3.0000 btg Bambu cor @Rp 6,500.00 Rp 19,500.00

0.2000 kg Paku @Rp 10,000.00 Rp 2,000.00

0.2000 Tukang @Rp 40,000.00 Rp 8,000.00


0.1500 Pekerja @Rp 32,000.00 Rp 4,800.00

0.1700 Mandor @Rp 40,000.00 Rp 6,800.00

Rp 50,100.00

1.0000 @Rp 625,365.00 Rp 625,365.00

5.3333 Bekisting @Rp 44,958.33 Rp 239,776.28

132.9211 kg Besi beton tulangan @Rp 11,261.50 Rp 1,496,890.97

Rp 2,362,032.25

1.0000 @Rp 625,365.00 Rp 625,365.00

13.3333 Bekisting @Rp 44,958.33 Rp 599,442.95


Rp 2,784,150.69

3. Analisis Beton Bertulang Kolom Struktur (15/20) ad. 1:2:31.0000 @Rp 625,365.00 Rp 625,365.00

13.3333 Bekisting @Rp 44,958.33 Rp 599,442.95

5.5833 btg Tiang perancah @Rp 50,100.00 Rp 279,724.58


Rp 3,063,875.27

4. Analisis Beton Bertulang Kolom Praktis 15/15 ad. 1:2:31.0000 @Rp 625,365.00 Rp 625,365.00

17.7778 Bekisting @Rp 44,958.33 Rp 799,260.26

131.7333 kg Besi Beton Tulangan @Rp 11,261.50 Rp 1,483,514.90

Rp 2,908,140.15

5. Analisis Beton Bertulang Balok 15/25 ad. 1:2:31.0000 @Rp 625,365.00 Rp 625,365.00

13.3333 Bekisting @Rp 44,958.33 Rp 599,442.95

25.0000 btg Tiang perancah @Rp 50,100.00 Rp 1,252,500.00


d. Analisis Pembuatan Tiang Perancah / m² (3x pakai)

1. Analisis Beton Bertulang Fondasi Foot Plat ad. 1:2:3 Kecilm³ Beton cor site mix K-225

m²

2. Analisis Beton Bertulang Sloof Praktis 15/20 ad. 1:2:3m³ Beton cor site mix K-225

m²

m³ Beton cor site mix K-225

m²


m²


m²

Rp 4,036,650.69

1.0000 @Rp 625,365.00 Rp 625,365.00

13.3333 Bekisting @Rp 44,958.33 Rp 599,442.95

22.2222 Tiang perancah @Rp 50,100.00 Rp 1,113,333.47


Rp 3,821,656.31

1.0000 @Rp 625,365.00 Rp 625,365.00

17.7778 Bekisting @Rp 44,958.33 Rp 799,260.26

84.0000 kg Besi beton tulangan @Rp 11,261.50 Rp 945,966.00

Rp 2,370,591.26

8. Analisis Beton Bertulang Plat Lantai ad. 1:2:3 t = 12cm1.0000 @Rp 625,365.00 Rp 625,365.00

8.3330 Bekisting @Rp 44,958.33 Rp 374,637.79

6.0000 Tiang perancah @Rp 50,100.00 Rp 300,600.00


Rp 2,184,157.56

9. Analisis Beton Bertulang Plat Atap ad. 1:2:3 t = 10cm1.0000 @Rp 625,365.00 Rp 625,365.00

10.0000 Bekisting @Rp 44,958.33 Rp 449,583.33



Rp 2,161,575.61

1.0000 @Rp 625,365.00 Rp 625,365.00

12.5000 Bekisting @Rp 44,958.33 Rp 561,979.17



Rp 2,362,592.29

11. Analisis Beton Bertulang Tangga ad. 1:2:3 t = 12cm1.0000 @Rp 625,365.00 Rp 625,365.00

8.3350 Bekisting @Rp 44,958.33 Rp 374,727.71



6. Analisis Beton Bertulang Ring Balk 15/20 ad. 1:2:3m³ Beton cor site mix K-225

m²

m²

7. Analisis Beton Bertulang Balok Latey 15/15 ad. 1:2:3m³ Beton cor site mix K-225

m²


m²

m²


m²

m²

10. Analisis Beton Bertulang Dapur dan Leufel ad. 1:2:3 t = 8cmm³ Beton cor site mix K-225

m²

m²


m²

m²

Rp 3,344,244.41

IV. PEKERJAAN DINDING DAN PLESTERAN

80.0000 bh Batu bata merah @Rp 300.00 Rp 24,000.00

0.2700 zak @Rp 40,000.00 Rp 10,800.00


0.1000 Tukang @Rp 40,000.00 Rp 4,000.00


0.3000 Pekerja @Rp 32,000.00 Rp 9,600.00

0.0150 Mandor @Rp 40,000.00 Rp 600.00

Rp 56,650.00

0.1950 zak @Rp 40,000.00 Rp 7,800.00


0.1800 Tukang @Rp 40,000.00 Rp 7,200.00


0.3600 Pekerja @Rp 32,000.00 Rp 11,520.00

0.0180 Mandor @Rp 40,000.00 Rp 720.00

Rp 33,650.00

V. PEKERJAAN LANTAI

1.2000 Pasir urug @Rp 80,000.00 Rp 96,000.00

0.3000 Pekerja @Rp 32,000.00 Rp 9,600.00

0.0100 Mandor @Rp 40,000.00 Rp 400.00

Rp 106,000.00

5.6750 zak @Rp 40,000.00 Rp 227,000.00

Pasir pasang @Rp 160,000.00 Rp -

Koral beton @Rp 200,000.00 Rp -

0.2000 Tukang @Rp 40,000.00 Rp 8,000.00


1.2000 Pekerja @Rp 32,000.00 Rp 38,400.00

0.0060 Mandor @Rp 40,000.00 Rp 240.00

Rp 274,540.00

6.5625 bh Keramik 40 x 40 @Rp 7,500.00 Rp 49,218.75

1. Analisis 1 m² Pasangan Dinding Batu Bata ad. 1 : 8

Semen portland (PC)

m³

2. Analisis 1 m² Plesteran dan Acian ad. 1 : 8 Tebal 2 cmSemen portland (PC)

m³

1. Analisis 1 m³ Urugan Pasir Bawah Lantaim³

2. Analisis 1 m³ Beton Tumbuk ad. 1 : 3 : 5Semen portland (PC)

m³

m³

3. Analisis 1 m² Pasangan Lantai Keramik 40 x 40 cm

0.2030 zak @Rp 40,000.00 Rp 8,120.00


0.5000 kg Semen warna @Rp 12,500.00 Rp 6,250.00

0.1200 Tukang @Rp 40,000.00 Rp 4,800.00


0.2500 Pekerja @Rp 32,000.00 Rp 8,000.00

0.0130 Mandor @Rp 40,000.00 Rp 520.00

Rp 82,584.75

26.2500 bh Keramik 40 x 40 @Rp 1,400.00 Rp 36,750.00

0.2030 zak @Rp 40,000.00 Rp 8,120.00


0.7000 kg Semen warna @Rp 12,500.00 Rp 8,750.00

0.3500 Tukang @Rp 40,000.00 Rp 14,000.00


0.6200 Pekerja @Rp 32,000.00 Rp 19,840.00

0.0300 Mandor @Rp 40,000.00 Rp 1,200.00

Rp 95,371.00

1.0500 Batu alam @Rp 110,000.00 Rp 115,500.00

0.2030 zak @Rp 40,000.00 Rp 8,120.00


0.3500 Tukang @Rp 40,000.00 Rp 14,000.00


0.6200 Pekerja @Rp 32,000.00 Rp 19,840.00

0.0300 Mandor @Rp 40,000.00 Rp 1,200.00

Rp 165,371.00

VI. PEKERJAAN ATAP

0.2625 btg Kayu bengkirai @Rp 140,000.00 Rp 36,750.00

0.0190 kg Paku biasa @Rp 10,000.00 Rp 190.00

0.0518 Tukang @Rp 40,000.00 Rp 2,072.00


0.0173 Pekerja @Rp 32,000.00 Rp 553.60

0.0009 Mandor @Rp 40,000.00 Rp 34.56

Rp 39,833.44

Semen portland (PC)

m³

4. Analisis 1 m² Pasangan Lantai Keramik 20 x 20 cm

Semen portland (PC)

m³

5. Analisis 1 m² Pasangan Dinding Batu Alamm²

Semen portland (PC)

m³

1. Analisis 1 m¹ Pekerjaan Murplat, Gording, Nok, Jurai

2. Analisis 1 m² Pasang Usuk dan Reng

0.5500 btg Kayu usuk 5/7 @Rp 65,000.00 Rp 35,750.00

0.8250 btg Kayu reng 2/3 @Rp 11,000.00 Rp 9,075.00

0.2500 kg Paku biasa @Rp 10,000.00 Rp 2,500.00

0.2000 Tukang @Rp 40,000.00 Rp 8,000.00


0.2000 Pekerja @Rp 32,000.00 Rp 6,400.00

0.0100 Mandor @Rp 40,000.00 Rp 400.00

Rp 63,025.00

10.0000 bh Genting beton @Rp 3,900.00 Rp 39,000.00

0.1000 Tukang @Rp 40,000.00 Rp 4,000.00


0.2000 Pekerja @Rp 32,000.00 Rp 6,400.00

0.0100 Mandor @Rp 40,000.00 Rp 400.00

Rp 50,250.00

3.5000 bh Bubungan genting beton @Rp 6,500.00 Rp 22,750.00

0.3500 zak @Rp 40,000.00 Rp 14,000.00


0.2000 Tukang @Rp 40,000.00 Rp 8,000.00


0.4000 Pekerja @Rp 32,000.00 Rp 12,800.00

0.0200 Mandor @Rp 40,000.00 Rp 800.00

Rp 64,530.00

0.5250 lbr Woodplank @Rp 45,000.00 Rp 23,625.00

0.0250 kg Paku biasa @Rp 10,000.00 Rp 250.00

0.2000 Tukang @Rp 40,000.00 Rp 8,000.00


0.1900 Pekerja @Rp 32,000.00 Rp 6,080.00

0.0095 Mandor @Rp 40,000.00 Rp 380.00

Rp 40,295.00

0.2500 lbr Papan 2/20 @Rp 65,000.00 Rp 16,250.00

0.0200 Tukang @Rp 40,000.00 Rp 800.00


0.0400 Pekerja @Rp 32,000.00 Rp 1,280.00

3. Analisis 1 m² Pasang Atap Genting Beton

4. Analisis 1 m¹ Pasang Bubungan Genting Keramik

Semen portland (PC)

m3

5. Analisis 1 m¹ Listplank Woodplank

6. Analisis 1 m¹ Papan Sirip

0.0040 Mandor @Rp 40,000.00 Rp 160.00

Rp 18,420.00

10.0000 Lembar seng @Rp 27,000.00 Rp 270,000.00

5.0000 lbr Papan 2/20 @Rp 65,000.00 Rp 325,000.00

8.0000 Tukang @Rp 40,000.00 Rp 320,000.00


5.0000 Pekerja @Rp 32,000.00 Rp 160,000.00

0.2500 Mandor @Rp 40,000.00 Rp 10,000.00

Rp 841,000.00

Rp 84,100.00

VII. PEKERJAAN PLAFON DAN RANGKA

0.3830 lbr @Rp 55,000.00 Rp 21,065.00

1.0500 btg @Rp 18,000.00 Rp 18,900.00

0.1100 kg @Rp 30,000.00 Rp 3,300.00

0.4000 Tukang @Rp 40,000.00 Rp 16,000.00


0.1000 Pekerja @Rp 32,000.00 Rp 3,200.00

0.0140 Mandor @Rp 40,000.00 Rp 560.00

Rp 64,825.00

10.0000 m' List gypsum @Rp 12,000.00 Rp 120,000.00

0.5000 Tukang @Rp 40,000.00 Rp 20,000.00


0.5000 Pekerja @Rp 32,000.00 Rp 16,000.00

0.0300 Mandor @Rp 40,000.00 Rp 1,200.00

Rp 159,450.00

Rp 15,945.00

VIII. PEKERJAAN PINTU DAN JENDELA

1.1000 Kaca bening 5 mm @Rp 78,500.00 Rp 86,350.00

0.3000 Tukang @Rp 40,000.00 Rp 12,000.00


0.1000 Pekerja @Rp 32,000.00 Rp 3,200.00

0.0500 Mandor @Rp 40,000.00 Rp 2,000.00

7. Analisis 10 m¹ Talang Datar dengan Papan Talangm¹

Untuk 1 m¹ = 1/10

1. Analisis 1 m² Pasang Plafon Gypsum 12 mmGypsum 12 mm

Besi Hollow

Paku Gypsum

2. Analisis 10 m¹ Pasang List Profil Gypsum

Untuk 1 m¹ = 1/10

1. Analisis 1 m² Jendela Mati Kaca Bening 5 mm m²

Rp 104,900.00

IX. PEKERJAAN PENGECATAN

1.6670 kg Cat tembok 2x @Rp 40,000.00 Rp 66,680.00

0.8330 kg Alkali 1x @Rp 26,000.00 Rp 21,658.00

2.0000 lbr Ampelas biasa @Rp 2,000.00 Rp 4,000.00

1.0000 Steger @Rp 18,000.00 Rp 18,000.00

0.6300 Tukang @Rp 40,000.00 Rp 25,200.00


0.2000 Pekerja @Rp 32,000.00 Rp 6,400.00

0.0250 Mandor @Rp 40,000.00 Rp 1,000.00

Rp 145,773.00

Rp 14,577.30

1.6670 kg Cat tembok 2x @Rp 15,000.00 Rp 25,005.00

0.8330 kg Alkali 1x @Rp 26,000.00 Rp 21,658.00

2.0000 lbr Ampelas biasa @Rp 2,000.00 Rp 4,000.00

1.0000 Steger @Rp 18,000.00 Rp 18,000.00

0.6300 Tukang @Rp 40,000.00 Rp 25,200.00


0.2000 Pekerja @Rp 32,000.00 Rp 6,400.00

0.0250 Mandor @Rp 40,000.00 Rp 1,000.00

Rp 104,098.00

Rp 10,409.80

2.8400 kg Cat kilap @Rp 40,000.00 Rp 113,600.00

1.4200 kg Cat dasar @Rp 14,000.00 Rp 19,880.00

2.0000 ltr Minyak cat @Rp 7,000.00 Rp 14,000.00

1.2000 kg Cat meni @Rp 18,000.00 Rp 21,600.00

0.8000 kg Plamir kayu @Rp 12,000.00 Rp 9,600.00

3.0000 lbr Ampelas niken @Rp 3,500.00 Rp 10,500.00

2.2500 Tukang @Rp 40,000.00 Rp 90,000.00


1.5000 Pekerja @Rp 32,000.00 Rp 48,000.00

0.0750 Mandor @Rp 40,000.00 Rp 3,000.00

Rp 340,305.00

Rp 34,030.50

1. Analisis 10 m² Pengecatan Tembok 3x Sapu Eksterior

Untuk 1 m²

2. Analisis 10 m² Pengecatan Tembok 3x Sapu Interior

Untuk 1 m²

3. Analisis 10 m² Pengecatan Kayu Mengilap 3x Sapu

Untuk 1 m2

2.8000 kg Cat tembok @Rp 15,000.00 Rp 42,000.00

0.6300 Tukang @Rp 40,000.00 Rp 25,200.00


0.2000 Pekerja @Rp 32,000.00 Rp 6,400.00

0.0250 Mandor @Rp 40,000.00 Rp 1,000.00

Rp 77,435.00

Rp 7,743.50

X. PEKERJAAN LAIN-LAIN

0.7500 Pekerja @Rp 32,000.00 Rp 24,000.00

0.0375 Mandor @Rp 40,000.00 Rp 1,500.00

Rp 25,500.00

Rp 2,550.00

Keterangan:




4. Analisis 10 m² Cat Plafon 3x Sapu

Untuk 1 m2

1. Analisis 10 m² Analisis Pembersihan Akhir Lapangan

Untuk 1 m2 = 1/10


No. Uraian Pekerjaan Volume Satuan

I. PEKERJAAN PERSIAPAN

1 Pembongkaran rumah lama 1.00 ls

2 Pembersihan lapangan 86.50

3 41.78

4 Mobilisasi & demobilisasi 1.00 ls


1 Galian tanah fondasi 20.89

2 Urugan tanah kembali bekas galian 6.96

3 Urugan pasir bawah fondasi 2.51

4 Pasangan fondasi batu belah ad. 1 : 8 9.40

III. PEKERJAAN BETON BERTULANG Ad. 1:2:3

1 1.253

2 Kolom praktis 15/15 1.278

3 0.887

4 1.171

5 Plat atap beton t = 10 cm 1.800

6 0.431


1 Pasangan dinding bata ad. 1 : 8 200.02

2 Plesteran dinding bata ad. 1 : 8 370.00

V. PEKERJAAN LANTAI

1 Urugan pasir bawah lantai t = 3 cm 1.30

2 Rabat beton t = 5 cm 2.31

3 Pasang keramik lantai 40/40 (ruangan) 17.50

4 Pasang keramik lantai 30/30 (teras) 24.50

5 Pasang keramik lantai 20/20 (KM/WC) 2.40

6 Pasang keramik dinding 20/25 (KM/WC) 3.13

7 Pasang keramik dinding 20/20 (dapur) 7.61

m2

Pengukuran dan pasang bouwplank m1

m3

m3

m3

m3

Sloof 15/20 m3

m3

Ring balk 15/20 m3

Balok latey dan gunungan 15/15 m3

m3

Plat leufel dan dapur t = 8 cm m3

m2

m2

m3

m3

m2

m2

m2

m2

m2

VI. PEKERJAAN ATAP

1 Pasang gording 6/12 kayu kruwing 30.00

2 Pasang rangka atap kayu kruwing 40.65

3 Pasang atap genting beton 40.65

4 9.70


1 32.00

2 35.90


1 Kosen aluminium 78.08

2 5.00 lbr

3 Daun jendela + kaca bening 5 mm 7.00 lbr

4 Daun pintu PVC 1.00 set

5 Pekerjaan aksesori pintu dan jendela:

a. Engsel pintu (per pintu 3 bh / 1,5 psg) 8.00 psg

5.00 bh

5.00 bh


1 Pengecatan tembok eksterior 3 x sapu 166.50

2 Pengecatan tembok interior 3 x sapu 233.54

3 Pengecatan plafon 3 x sapu 32.00

4 Cat mengilap daun pintu 16.80

5 2.91


1 5.00 bh

2 2.00 bh

3 Pasang saklar ganda 5.00 bh

4 Pasang stop kontak 5.00 bh

5 Pasang titik lampu + stop kontak 12.00 bh

6 Pipa PVC diameter 4" D 24.70

7 Pipa PVC diameter 3" D 20.00

8 Pipa PVC diameter 1/2 " AW 27.70

9 Keran tempel 2.00 bh

m1

m2

m2

Pasang listplank woodplank 2/20 m1

Pasang plafon gypsum 9 mm m2

Pasang list profil gypsum m1

m1

Daun pintu angzdoor

b. Kunci tanam 2x slag + handle

c. Door stopper

m2

m2

m2

m2

Pengecatan listplank m2

Pasang lampu downlight SL

Pasang lampu downlight halogen

m1

m1

m1

10 Floor drain 2.00 bh

11 Kloset duduk 1.00 bh

12 Kitchen zink 2.00 bh

13 Pembersihan akhir 86.50

TOTAL BIAYA PEKERJAAN

Keterangan:

1. Volume di lapangan bisa berubah.

2. Harga di atas merupakan simulasi asumsi perhitungan.




m2

Harga Satuan Jumlah

(Rp) (Rp)

### 1,000,000.00

5,200.00 449,800.00

14,800.00 618,344.00

300,000.00 300,000.00

###

25,000.00 522,250.00

8,336.00 58,046.35

106,000.00 266,060.00

427,300.00 4,016,620.00

4,862,976.35

2,784,150.69 3,488,540.81

2,908,140.15 3,716,603.12

3,821,656.31 3,389,809.15

2,370,591.26 2,775,962.36

2,161,575.61 3,890,836.10

2,362,592.29 1,018,277.28

###

56,650.00 11,331,133.00

33,650.00 12,450,500.00

###

106,000.00 137,800.00

274,540.00 632,814.70

82,584.75 1,445,233.13

82,584.75 2,023,326.38

95,371.00 228,890.40

95,371.00 298,034.38

95,371.00 725,296.46

###

39,833.44 1,195,003.20

63,025.00 2,561,966.25

50,250.00 2,042,662.50

40,295.00 390,861.50

6,190,493.45

64,825.00 2,074,400.00

15,945.00 572,425.50

###

55,000.00 4,294,400.00

600,000.00 3,000,000.00

400,000.00 2,800,000.00

245,000.00 245,000.00

35,000.00 280,000.00

95,000.00 475,000.00

22,500.00 112,500.00

###

14,577.30 2,427,120.45

10,409.80 2,431,104.69

7,743.50 247,792.00

34,030.50 571,712.40

34,030.50 99,028.76

###

55,000.00 275,000.00

30,000.00 60,000.00

20,000.00 100,000.00

20,000.00 100,000.00

110,000.00 1,320,000.00

29,000.00 716,300.00

19,000.00 380,000.00

7,500.00 207,750.00

35,000.00 70,000.00

30,000.00 60,000.00

450,000.00 450,000.00

200,000.00 400,000.00

2,550.00 220,575.00

4,359,625.00

###



RENCANA ANGGARAN BIYAYA RUMAH TYPE 54

No. Uraian Pekerjaan Volume SatuanHarga Satuan Jumlah

(Rp) (Rp)

I. PEKERJAAN PERSIAPAN

2 Pembersihan lapangan 54.00 5,200.00 280,800.00

3 54.00 14,800.00 799,200.00

4 Mobilisasi & demobilisasi 1.00 ls 300,000.00 300,000.00

###


1 Galian tanah fondasi 20.89 25,000.00 522,250.00

2 Urugan tanah kembali bekas galian 6.96 8,336.00 58,046.35

3 Urugan pasir bawah fondasi 2.51 106,000.00 266,060.00

4 Pasangan fondasi batu belah ad. 1 : 8 9.40 427,300.00 4,016,620.00

4,862,976.35

III. PEKERJAAN BETON BERTULANG Ad. 1:2:3

1 1.253 2,784,150.69 3,488,540.81

2 Kolom praktis 15/15 1.278 2,908,140.15 3,716,603.12

3 0.887 3,821,656.31 3,389,809.15

4 1.171 2,370,591.26 2,775,962.36

5 Plat atap beton t = 10 cm 1.800 2,161,575.61 3,890,836.10

6 0.431 2,362,592.29 1,018,277.28

###


1 Pasangan dinding bata ad. 1 : 8 200.02 56,650.00 ###

2 Plesteran dinding bata ad. 1 : 8 370.00 33,650.00 ###

###

V. PEKERJAAN LANTAI

1 Urugan pasir bawah lantai t = 3 cm 1.30 106,000.00 137,800.00

2 Rabat beton t = 5 cm 2.31 274,540.00 632,814.70

3 Pasang keramik lantai 40/40 (ruangan) 17.50 82,584.75 1,445,233.13

4 Pasang keramik lantai 30/30 (teras) 24.50 82,584.75 2,023,326.38

5 Pasang keramik lantai 20/20 (KM/WC) 2.40 95,371.00 228,890.40

6 Pasang keramik dinding 20/25 (KM/WC) 3.13 95,371.00 298,034.38

7 Pasang keramik dinding 20/20 (dapur) 7.61 95,371.00 725,296.46

###

VI. PEKERJAAN ATAP

1 Pasang gording 6/12 kayu kruwing 30.00 39,833.44 1,195,003.20

2 Pasang rangka atap kayu kruwing 60.00 63,025.00 3,781,500.00

3 Pasang atap genting beton 60.00 75,000.00 4,500,000.00

4 15.00 50,000.00 750,000.00

###


1 55.00 70,000.00 3,850,000.00

2 55.00 15,945.00 876,975.00

m2

Pengukuran dan pasang bouwplank m1

m3

m3

m3

m3

Sloof 15/20 m3

m3

Ring balk 15/20 m3

Balok latey dan gunungan 15/15 m3

m3

Plat leufel dan dapur t = 8 cm m3

m2

m2

m3

m3

m2

m2

m2

m2

m2

m1

m2

m2

Pasang listplank woodplank 2/20 m1

Pasang plafon gypsum 9 mm m2

Pasang list profil gypsum m1

###


1 Kosen aluminium 78.08 55,000.00 4,294,400.00

2 5.00 lbr 600,000.00 3,000,000.00

3 Daun jendela + kaca bening 5 mm 7.00 lbr 400,000.00 2,800,000.00

4 Daun pintu PVC 1.00 set 245,000.00 245,000.00

5 Pekerjaan aksesori pintu dan jendela:

a. Engsel pintu (per pintu 3 bh / 1,5 psg) 8.00 psg 35,000.00 280,000.00

5.00 bh 95,000.00 475,000.00

5.00 bh 22,500.00 112,500.00

###


1 Pengecatan tembok eksterior 3 x sapu 166.50 14,577.30 2,427,120.45

2 Pengecatan tembok interior 3 x sapu 233.54 10,409.80 2,431,104.69

3 Pengecatan plafon 3 x sapu 32.00 7,743.50 247,792.00

4 Cat mengilap daun pintu 16.80 34,030.50 571,712.40

5 2.91 34,030.50 99,028.76

###


1 5.00 bh 55,000.00 275,000.00

2 2.00 bh 30,000.00 60,000.00

3 Pasang saklar ganda 5.00 bh 20,000.00 100,000.00

4 Pasang stop kontak 5.00 bh 20,000.00 100,000.00

5 Pasang titik lampu + stop kontak 12.00 bh 110,000.00 1,320,000.00

6 Pipa PVC diameter 4" D 24.70 29,000.00 716,300.00

7 Pipa PVC diameter 3" D 20.00 19,000.00 380,000.00

8 Pipa PVC diameter 1/2 " AW 27.70 7,500.00 207,750.00

9 Keran tempel 2.00 bh 35,000.00 70,000.00

10 Floor drain 2.00 bh 30,000.00 60,000.00

11 Kloset duduk 1.00 bh 450,000.00 450,000.00

12 Kitchen zink 2.00 bh 200,000.00 400,000.00

13 Pembersihan akhir 86.50 2,550.00 220,575.00

4,359,625.00

TOTAL BIAYA PEKERJAAN ###

Keterangan:

1. Volume di lapangan bisa berubah.

2. Harga di atas merupakan simulasi asumsi perhitungan.




m1

Daun pintu angzdoor

b. Kunci tanam 2x slag + handle

c. Door stopper

m2

m2

m2

m2

Pengecatan listplank m2

Pasang lampu downlight SL

Pasang lampu downlight halogen

m1

m1

m1

m2


Documents

23 - kafe rab