sample hitungan rab

81
DAFTAR HARGA SATUAN BAHAN BANGUNAN SAMPLE NO JENIS BAHAN BANGUNAN SATUAN HARGA (Rp.) KETERANGAN 1 2 3 4 5 1 Semen PPC (Gresik) /zak 22,000.00 1 zak = 40 Kg 2 Pasir pasang /m 3 50,000.00 3 Pasir urug /m 3 27,000.00 4 Tanah urug /m 3 22,500.00 5 Kapur /zak 4,500.00 1 zak = 21,5 kg 6 Mill /zak 4,500.00 1 zak = 22 kg 7 Batu kali /m 3 35,000.00 8 Batu bata /bh 180.00 9 Besi beton Polos U.24 (SNI) /kg 4,500.00 10 Besi beton Ulir U.39 (SNI) /kg 5,000.00 11 Batu split 2-3 cm (pecah manual) /m 3 90,000.00 12 Batu split 3-4 cm (pecah manual) /m 3 67,000.00 13 Koral 3-4 cm /m 3 50,000.00 14 Bendrat /kg 8,000.00 15 Taek wood 3 mm (90 x 210) cm /lembar 45,000.00 16 Papan sengon (Bekesting) 2/20 x 200 cm /lembar 3,000.00 17 Bambu /batang 4,500.00 18 Dolken /batang 4,000.00 19 Minyak bekesting /liter 8,000.00 20 Paku (rata-rata) /kg 7,000.00 21 Paku Plepet /kg 8,000.00 22 Paku Zeng /bh 150.00 23 Lem Kayu /kg 13,000.00 24 Balok kayu Meranti /m 3 1,200,000.00 25 Papan kayu Meranti /m 3 1,400,000.00 26 Balok kayu Jati kelas Politur /m 3 6,000,000.00 27 Papan kayu Jati kelas Politur /m 3 8,000,000.00 28 Balok kayu Bengkirai /m 3 2,800,000.00 29 Papan kayu Bengkirai /m 3 3,000,000.00 30 Balok kayu Kamper /m 3 3,200,000.00 31 Papan kayu Kamper /m 3 3,450,000.00 32 Balok kayu Kruing /m 3 1,800,000.00 33 Papan kayu Kruing /m 3 2,000,000.00 34 Genteng Beton eks Mutiara /buah 2,100.00 35 Nok genteng Beton Eks Mutiara /buah 4,000.00 36 Zeng Datar 90 cm /m' 24,000.00 37 Kaca bening 5 mm (ASAHI MAS) /m 2 60,000.00

Upload: yudi6175

Post on 01-Nov-2015

62.288 views

Category:

Documents


15 download

DESCRIPTION

sample hitungan RAB

TRANSCRIPT

Page 1: sample hitungan RAB

DAFTAR HARGA SATUAN BAHAN BANGUNAN

SAMPLE

NO JENIS BAHAN BANGUNAN SATUAN HARGA (Rp.) KETERANGAN

1 2 3 4 5 1 Semen PPC (Gresik) /zak 22,000.00 1 zak = 40 Kg 2 Pasir pasang /m3 50,000.00 3 Pasir urug /m3 27,000.00 4 Tanah urug /m3 22,500.00 5 Kapur /zak 4,500.00 1 zak = 21,5 kg 6 Mill /zak 4,500.00 1 zak = 22 kg 7 Batu kali /m3 35,000.00 8 Batu bata /bh 180.00 9 Besi beton Polos U.24 (SNI) /kg 4,500.00

10 Besi beton Ulir U.39 (SNI) /kg 5,000.00 11 Batu split 2-3 cm (pecah manual) /m3 90,000.00 12 Batu split 3-4 cm (pecah manual) /m3 67,000.00 13 Koral 3-4 cm /m3 50,000.00 14 Bendrat /kg 8,000.00 15 Taek wood 3 mm (90 x 210) cm /lembar 45,000.00

16 Papan sengon (Bekesting) 2/20 x 200

cm /lembar 3,000.00 17 Bambu /batang 4,500.00 18 Dolken /batang 4,000.00 19 Minyak bekesting /liter 8,000.00 20 Paku (rata-rata) /kg 7,000.00 21 Paku Plepet /kg 8,000.00 22 Paku Zeng /bh 150.00 23 Lem Kayu /kg 13,000.00 24 Balok kayu Meranti /m3 1,200,000.00 25 Papan kayu Meranti /m3 1,400,000.00 26 Balok kayu Jati kelas Politur /m3 6,000,000.00 27 Papan kayu Jati kelas Politur /m3 8,000,000.00 28 Balok kayu Bengkirai /m3 2,800,000.00 29 Papan kayu Bengkirai /m3 3,000,000.00 30 Balok kayu Kamper /m3 3,200,000.00 31 Papan kayu Kamper /m3 3,450,000.00 32 Balok kayu Kruing /m3 1,800,000.00 33 Papan kayu Kruing /m3 2,000,000.00 34 Genteng Beton eks Mutiara /buah 2,100.00 35 Nok genteng Beton Eks Mutiara /buah 4,000.00 36 Zeng Datar 90 cm /m' 24,000.00 37 Kaca bening 5 mm (ASAHI MAS) /m2 60,000.00

Page 2: sample hitungan RAB

38 Kaca Es untuk Boven t = 5 mm /m2 70,000.00

39 Kaca Rayband 50 %, t = 5 mm (ASAHI

MAS) /m2 85,000.00

No. JENIS BAHAN BANGUNAN SATUAN HARGA (Rp) KETERANGAN

40 Keramik Lantai setara Hercules 30x30 /m2 30,000.00 41 Keramik dinding Setara Asia 20x25 /m2 33,000.00

42 Keramik Serit (KM/WC) setara Asia

20x20 /m2 35,000.00 43 Keramik assesoris 10x20 /buah 4,000.00 44 Semen grouting /kg 7,500.00 45 Kanstin Abu-abu ukr. 25.25.40 /m' 27,400.00 46 Conblock kelas biasa /m2 14,000.00

47 Tripleks 3 mm (120x240) /lembar 45,000.00 48 Eternit Harflex 1x1 m, biasa (Kerang) /lembar 3,500.00

49 Eternit Harflex 1x1 m, biasa

(Djubesment) /lembar 6,000.00 50 Gypsium Board (120x240) cm /lembar 35,000.00 51 Calsiboard (120x240) cm /lembar 30,000.00 52 List Plafon Gypsium L = 10 Cm /m' 8,000.00

53 Cat kayu eks EMCO (bintang) /kg 33,000.00 54 Cat Catylac /5 Kg 50,000.00 55 Plamur tembok /kg 5,800.00 56 Plamur kayu /kg 9,700.00 57 Thiner /liter 4,500.00 58 Meni besi /liter 9,000.00 59 Meni kayu /liter 6,000.00 60 Amplas /lembar 1,250.00

61 Slot dan Handle Pintu (SES) /bh 125,000.00 62 Slot Pintu Kupu tarung (SES) /bh 90,000.00 63 Kunci KM/Wc ex. Alpha /bh 20,000.00 64 Engsel pintu kuningan ukr. 3"x4" (aiwa) /ps 16,900.00 65 Engsel H untuk Daun Jendela (Lokal) /ps 5,000.00 66 Grendel ukuran 8" (RRT) /bh 3,200.00 67 Grendel Jalu untuk Jendela /bh 3,000.00

Page 3: sample hitungan RAB

68 Hak angin kuningan ukr. 21 - 30 cm /bh 10,900.00 69 Handle Pintu (u/ pintu Kupu tarung) /ps 50,000.00

70 Closet duduk TOTO Monoblok /set 1,000,000.00 71 Closet jongkok Standart /set 74,500.00 72 Washtafel body standart INA /set 200,000.00 73 Wallshower /set 50,000.00 74 Floordrain /bh 10,000.00 75 Avor (kurasan Bak) /bh 5,000.00 76 Bathup Standart INA /set 1,250,000.00 77 Keran Air Standart (Rata-rata) /bh 15,000.00 78 Keran Dapur /bh 25,000.00 79 Soap Holder /bh 25,000.00 80 Isolasi /bh 1,000.00 81 Pipa PVC 3/4" eks Wavin /bh 14,000.00 82 Pipa PVC 3" eks Wavin /bh 85,000.00 83 Knee 3/4" /bh 2,500.00 84 Sock 3/4" /bh 2,000.00 85 Tee 3/4" /bh 3,000.00 86 Knee 3" /bh 7,800.00

No. JENIS BAHAN BANGUNAN SATUAN HARGA (Rp) KETERANGAN

87 Sock 3" /bh 5,000.00 88 Tee 3" /bh 8,200.00 89 Lem PVC (tube) /bh 3,500.00 90 Batu Candi ( Andesit) /m2 65,000.00 91 Batu Belah /m2 65,000.00 92 Baut /bh 1,500.00 93 Plate /bh 1,000.00 94 Begel /bh 7,500.00 95 Solar /ltr 2,300.00 96 Lis Kayu /m' 3,000.00 97 Roster Kayu 30x 30 /bh 45,000.00 98 Sirlak /kg 60,000.00 99 Spirtus /ltr 6,000.00 100 Batu Apung /kg 4,000.00

Page 4: sample hitungan RAB

UPAH NO. DAFTAR PEKERJA SATUAN (Rp.)

KET.

1 TUKANG BATU Hari 22,000.00 per Hari

2 TUKANG KAYU Hari 22,000.00 per Hari

3 TUKANG BESI Hari 25,000.00 per Hari

4 TUKANG LISTRIK Hari 25,000.00 per Hari

5 TUKANG PLAMBING Hari 21,000.00 per Hari

6 TUKANG KERAMIK Hari 25,000.00 per Hari

7 TUKANG BIKIN KUSEN Hari 30,000.00 per Hari

8 TUKANG PAVING BLOK Hari 20,000.00 per Hari

9 TENAGA Hari 18,000.00 per Hari

10 TUKANG CAT Hari 22,000.00 per Hari

Page 5: sample hitungan RAB

DAFTAR UPAH BORONGAN/ BAS BORONG

DI KABUPATEN SLEMAN BULAN MARET 2005

Sat. Upah Borongan Faktor Alat

Upah Langsung

Over Head Upah Total

Pekj (Rp) (%) (Rp) (%) (Rp)

No JENIS PEKERJAAN

A. PEKERJAAN PERSIAPAN

1 Uitzet & Bouwplank M`

3,000.00 0

3,000.00

32.90

3,986.95

2 Pembuatan Direksikit (Tripleks, Zeng, Lt. Rabat Beton) M2

36,000.00 0

36,000.00

32.90

47,843.36

3 Pembuatan Gudang (Tripleks, Zeng, Lt. Rabat Beton) M2

36,000.00 0

36,000.00

32.90

47,843.36

4 Pembuatan Brak (Tripleks, Zeng, Lt. Rabat Beton) M2

30,000.00 0

30,000.00

32.90

39,869.46

5 Pembuatan Pagar Proyek (Balok Kayu & Zeng) M`

5,000.00 0

5,000.00

32.90

6,644.91

6 Pembuatan Pagar Proyek (Bambu & Gedek/Anyaman Bambu) M`

5,000.00 0

5,000.00

32.90

6,644.91

7 Pembersihan Lokasi Proyek M2

2,400.00 0

2,400.00

32.90

3,189.56

B. PEKERJAAN TANAH DAN PASIR

1 Galian Tanah (untuk Pondasi Batu Kali) M3

8,500.00 0

8,500.00

32.90

11,296.35

2 Galian Tanah (untuk Pondasi Foot Plat) M3

10,000.00 0

10,000.00

32.90

13,289.82

3 Urugan Tanah Kembali (termasuk Pemadatan) M3

4,500.00 0

4,500.00

32.90

5,980.42

4 Urugan Tanah (termasuk Pemadatan). M3

6,500.00 0

6,500.00

32.90

8,638.38

5 Urugan Pasir M3

4,950.00 0

4,950.00

32.90

6,578.46

6 Urugan Pasir Di Bawah Pondasi ( t = 10 Cm) M2

1,100.00 0

1,100.00

32.90

1,461.88

7 Urugan Pasir Di Bawah Lantai ( t = 10 Cm) M2

1,100.00 0

1,100.00

32.90

1,461.88

8 Urugan Sirtu M2

1,000.00 0

1,000.00

32.90

1,328.98

9 Urugan Splite/Koral Untuk Jalan Lingkungan M2

1,375.00 0

1,375.00

32.90

1,827.35

Page 6: sample hitungan RAB

No JENIS PEKERJAAN

Sat. Upah Borongan Faktor Alat

Upah Langsung

Over Head Upah Total

Pekj (Rp) (%) (Rp) (%) (Rp)

C. PEKERJAAN PASANGAN DAN PLESTERAN

1 Pasangan Batu Kali Kosong untuk Pondasi M3

24,000.00 0

24,000.00

32.90

31,895.57

2 Pekerjaan Pondasi Batu Kali Pecah M3

35,000.00 7.5

37,625.00

32.90

50,002.95

3 Pasangan Bata 1/2 Batu (Trasram) M2

7,200.00 12.5

8,100.00

32.90

10,764.76

4 Pasangan Bata 1/2 Batu M2

6,500.00 12.5

7,312.50

32.90

9,718.18

5 Pasangan Rolag Bata (Diatas Pondasi & Kusen) M`

3,500.00 12.5

3,937.50

32.90

5,232.87

6 Plesteran Trasram M2

8,300.00 10

9,130.00

32.90

12,133.61

7 Plesteran M2

8,300.00 10

9,130.00

32.90

12,133.61

8 Sponengan Sudut (Tembok) M`

2,750.00 0

2,750.00

32.90

3,654.70

9 Sponengan Beton (pada Kolom. Balok dll.) M`

3,250.00 0

3,250.00

32.90

4,319.19

10 Penebalan Plesteran Sederhana M`

7,500.00 10

8,250.00

32.90

10,964.10

11 Penebalan Plesteran Rumit (Lengkung atau sudut > 4sudut) M`

11,250.00 10

12,375.00

32.90

16,446.15

12 Lantai Kerja (dengan spesi tebal + 3 Cm) M2

3,300.00 0

3,300.00

32.90

4,385.64

13 Lantai Kerja (dengan Rabat Beton tebal > 4 Cm) M2

5,200.00 10

5,720.00

32.90

7,601.78

14 Pasang Glass Blok (20/20 atau setara) bh.

1,900.00 0

1,900.00

32.90

2,525.07

15 Pasang Roster Kayu bh.

1,000.00 0

1,000.00

32.90

1,328.98

Page 7: sample hitungan RAB

D PEKERJAAN ATAP & PLAFOND

1 Kuda-Kuda Kayu ( Bentang < 9 M ) M3

450,000.00 35

607,500.00

32.90

807,356.63

2 Gording, Jurai, Murplate, Nog. M3

430,000.00 0

430,000.00

32.90

571,462.31

3 Usuk & Reng M2

4,000.00 0

4,000.00

32.90

5,315.93

4 Papan Ruiter M`

1,500.00 0

1,500.00

32.90

1,993.47

5 Lisjplank ( Tunggal ) M`

7,250.00 0

7,250.00

32.90

9,635.12

6 Lisjplank ( Double ) M`

14,500.00 0

14,500.00

32.90

19,270.24

7 Wenvir (Kayu Lapis Zeng) M`

5,000.00 0

5,000.00

32.90

6,644.91

8 Talang (Papan, Zeng, Cat Zeng & Meni Papan) M`

7,750.00 0

7,750.00

32.90

10,299.61

9 Plafond (Rangka Saja): 100 x 100 M2

7,200.00 0

7,200.00

32.90

9,568.67

No JENIS PEKERJAAN

Sat. Upah Borongan Faktor Alat

Upah Langsung

Over Head Upah Total

Pekj (Rp) (%) (Rp) (%) (Rp)

10 Plafond (Rangka Saja): 80 x 60 M2

11,500.00 0

11,500.00

32.90

15,283.29

11 Plafond (Rangka Saja): 60 x 60 M2

13,000.00 0

13,000.00

32.90

17,276.77

12 Plepet ( antar penutup plafond ) M`

1,000.00 0

1,000.00

32.90

1,328.98

13 Profil Kayu ( Untuk Pertemuan Tembok & Plafond ) M`

1,900.00 0

1,900.00

32.90

2,525.07

14 Pasang Penutup Plafond saja (Dengan Asbes/Ternit) M2

1,300.00 0

1,300.00

32.90

1,727.68

15 Pasang Penutup Plafond saja (Dengan Kayu Lapis) M2

1,300.00 0

1,300.00

32.90

1,727.68

E PEKERJAAN PENUTUP ATAP

1 Genteng Keramik M2

6,000.00 17.5

7,050.00

32.90

9,369.32

2 Genteng "Plentong" Kampung (Standar) M2

7,300.00 17.5

8,577.50

32.90

11,399.34

3 Genteng "Kodok" M2 10,000.00 17.5 11,750.00 32.90 15,615.54

Page 8: sample hitungan RAB

4 Kerpus Genteng Keramik M`

14,500.00 17.5

17,037.50

32.90

22,642.53

5 Kerpus Genteng Kampung M`

14,500.00 17.5

17,037.50

32.90

22,642.53

F PEKERJAAN PENUTUP LANTAI & DINDING

1 Keramik Lantai M2

7,400.00 25

9,250.00

32.90

12,293.08

2 Keramik Tangga M2

13,800.00 100

27,600.00

32.90

36,679.91

3 Keramik Dinding M2

15,000.00 100

30,000.00

32.90

39,869.46

4 Keramik Plin M`

3,400.00 100

6,800.00

32.90

9,037.08

5 Keramik Assesories bh

500.00 100

1,000.00

32.90

1,328.98

6 Pasang Dinding Batu Alam (Jenis Bt Alam Rata) M2

15,000.00 200

45,000.00

32.90

59,804.19

7 Pasang Dinding Batu Alam (Jenis Bt Alam Tidak Rata) M2

20,000.00 50

30,000.00

32.90

39,869.46

No JENIS PEKERJAAN

Sat. Upah Borongan Faktor Alat

Upah Langsung

Over Head Upah Total

Pekj (Rp) (%) (Rp) (%) (Rp)

G PEKERJAAN KUSEN & DAUN PINTU-JENDELA

1 Bikin Kusen Pintu & Jendela (Kayu < Klas 2) M3

575,000.00 50

862,500.00

32.90

1,146,247.07

2 Bikin Kusen Pintu & Jendela ( Jati, Ulin, & Setara ) M3

700,000.00 75

1,730,000.00

32.90

2,299,139.05

3 Bikin Krepyak untuk Kusen Pintu dan Jendela M3

800,000.00 75

1,620,000.00

32.90

2,152,951.02

4 Bikin Daun Pintu Panil bh.

48,750.00 100

128,500.00

32.90

170,774.20

5 Bikin Daun Pintu Double Teakwood (Setara) bh.

26,000.00 25

32,500.00

32.90

43,191.92

6 Bikin Daun Jendela ( Tidak Ber Regel/Teler ) bh.

30,000.00 50

45,000.00

32.90

59,804.19

7 Bikin Daun Jendela ( Termasuk Regel/Teler ) bh.

32,500.00 50

48,750.00

32.90

64,787.88

8 Stel Kusen Di Proyek M3

340,000.00 0

340,000.00

32.90

451,853.92

9 Stel Daun Pintu Panil bh.

31,000.00 0

31,000.00

32.90

41,198.45

Page 9: sample hitungan RAB

10 Stel Daun Pintu Double Teakwood (atau setara) bh.

27,000.00 0

27,000.00

32.90

35,882.52

11 Stel Daun Jendela bh.

25,000.00 0

25,000.00

32.90

33,224.55

12 Stel Daun Jendela BV bh.

18,000.00 0

18,000.00

32.90

23,921.68

H PEKERJAAN SANITASI & DRAINASI

1 Pasang Closet Jongkok Unit

36,300.00 0

36,300.00

32.90

48,242.05

2 Pasang Closet Duduk - Monoblok Unit

72,600.00 0

72,600.00

32.90

96,484.10

3 Pasang Washtafel Unit

72,600.00 0

72,600.00

32.90

96,484.10

4 Pasang Washtafel & Penyangga Unit

90,750.00 0

90,750.00

32.90

120,605.13

5 Pasang Washbak (Tempat Cuci Piring) Unit

42,350.00 0

42,350.00

32.90

56,282.39

6 Pasang WallShower Unit

15,125.00 0

15,125.00

32.90

20,100.85

7 Pasang Double Hug bh.

15,125.00 0

15,125.00

32.90

20,100.85

8 Pasang Tempat Sabun (di Dinding) bh.

15,125.00 0

15,125.00

32.90

20,100.85

9 Pasang Kran bh.

3,600.00 0

3,600.00

32.90

4,784.34

10 Pasang Stop Kran bh.

6,000.00 0

6,000.00

32.90

7,973.89

11 Pasang Floor Drain bh.

9,000.00 0

9,000.00

32.90

11,960.84

12 Pasang Avor bh.

9,000.00 0

9,000.00

32.90

11,960.84

No JENIS PEKERJAAN

Sat. Upah Borongan Faktor Alat

Upah Langsung

Over Head Upah Total

Pekj (Rp) (%) (Rp) (%) (Rp)

13 Bikin Bak Mandi (Standar) Unit

93,750.00 0

93,750.00

32.90

124,592.07

14 Instalasi (PVC) Water Torn) Unit

30,000.00 0

30,000.00

32.90

39,869.46

15 Saluran Air Bersih (PVC diameter: 1' ; 3/4' ; 1/2') M'

2,500.00 0

2,500.00

32.90

3,322.46

16 Saluran Air Sabun & Air Kotor dengan PVC M'

5,000.00 0

5,000.00

32.90

6,644.91

Page 10: sample hitungan RAB

17 Bak Kontrol Tertutup (Air Sabun & Air Bersih) Stndar Unit

52,000.00 0

52,000.00

32.90

69,107.07

18 Bikin Sumur Resapan Unit

100,000.00 0

100,000.00

32.90

132,898.21

19 Bikin Septictank Unit

350,000.00 0

350,000.00

32.90

465,143.74

I PEKERJAAN STRUKTUR BETON & BAJA

1 Besi Untuk Struktur Beton Bertulang Dia < 12 mm Kg.

400.00 17.5

470.00

32.90

624.62

2 Besi Untuk Struktur Beton Bertulang Dia > 12 mm Kg.

330.00 17.5

387.75

32.90

515.31

3 Bekesting Kolom Praktis, Sloof, Ring Balok, dll. M2

1,750.00 0

1,750.00

32.90

2,325.72

4 Cort Beton Kolom Praktis, Sloof, Ring Balok dll. M3

35,000.00 35

47,250.00

32.90

62,794.40

5 Perancah Bambu M2

3,000.00 0

3,000.00

32.90

3,986.95

J PEKERJAAN CAT ; MELAMIN ; POLITUR

1 Cat Tembok ( 3 Sapuan ) M2

4,125.00 17.5

4,846.88

32.90

6,441.41

2 Meni Bidang Kayu Baru M2

2,900.00 10

3,190.00

32.90

4,239.45

3 Cat Kayu ( 3 Kali Sapuan ) M2

9,600.00 35

12,960.00

32.90

17,223.61

4 Politur M2

13,750.00 35

18,562.50

32.90

24,669.23

5 Melamin M2

25,000.00 35

33,750.00

32.90

44,853.15

6 Cat Genteng, Asbes Gelombang. M2

2,400.00 15

2,760.00

32.90

3,667.99

K PERKERASAN JALAN LINGKUNGAN

1 Pasang Makadam / Bt. Kali Pecah (tebal < 28 Cm) M2

3,300.00 25

4,125.00

32.90

5,482.05

2 Batu Pecah 5/7 (tebal < 15 Cm) M2

2,000.00 25

2,500.00

32.90

3,322.46

3 Batu Pecah 2/3 (tebal < 6 Cm) M2

2,000.00 25

2,500.00

32.90

3,322.46

No JENIS PEKERJAAN

Sat. Upah Borongan Faktor Alat

Upah Langsung

Over Head Upah Total

Pekj (Rp) (%) (Rp) (%) (Rp)

Page 11: sample hitungan RAB

4 Sirtu (tebal < 10 Cm) M2

1,600.00 25

2,000.00

32.90

2,657.96

5 Pasang Conblok M2

4,600.00 0

4,600.00

32.90

6,113.32

6 Pengasphalan M2

2,500.00 25

3,125.00

32.90

4,153.07

7 Pasang Kansten M'

1,900.00 0

1,900.00

32.90

2,525.07

L LISTRIK DAN PENANGKAL PETIR

1 Lampu (piting & Saklar) ttk.

24,200.00 0

24,200.00

32.90

32,161.37

2 Stop Kontak. ttk.

24,200.00 0

24,200.00

32.90

32,161.37

3 NCB Unit

82,500.00 0

82,500.00

32.90

109,641.02

4 Penangkal Petir 1 speed dgn 2 Arde (Arde maks -5,0M) Unit

310,000.00 0

310,000.00

32.90

411,984.45

Besarnya

Over Head (OH) 32.90 %

Page 12: sample hitungan RAB

DAFTAR ANALISIS

HARGA SATUAN PEKERJAAN (HSP) - TANPA OVER HEAD PROYEK : SAMPLE LOKASI : SAMPLE

A PEKERJAAN PERSIAPAN

1. MOBILISASI

Upah : 1.00 ls. @ Rp.

200,000.00 . = Rp. 200,000.00

2. 1M2 PEMBERSIHAN LOKASI PROYEK

Upah : 1.00 M2 @ Rp.

2,800.00 . = Rp. 2,800.00

3. 1 M' PEKERJAAN UITZET & BOUWPLANK

Bahan :

Papan Sengon 0.5500 Lbr @

Rp.

3,000.00 . = Rp. 1,650.00

Balok Kayu 0.0060 M3 @

Rp.

1,200,000.00 . = Rp. 7,200.00

Paku 0.0200 Kg. @

Rp.

7,000.00 . = Rp. 140.00

. = Rp. 8,990.00

Upah : 1.00 M` @

Rp.

3,000.00 . = Rp. 3,000.00

Total . = Rp. 11,990.00

1 M' PEMAGARAN LOKASI PROYEK

Page 13: sample hitungan RAB

4.

Bahan :

Zeng 1.2500 Lbr @

Rp.

8,000.00 . = Rp. 10,000.00

Balok Kayu 0.0300 M3 @

Rp.

1,200,000.00 . = Rp. 36,000.00

Paku Zeng 12.5000 bh. @

Rp.

150.00 . = Rp. 1,875.00

Paku 0.0200 Kg. @

Rp.

7,000.00 . = Rp. 140.00

. = Rp. 48,015.00

Upah : 1.00 M` @

Rp.

5,000.00 . = Rp. 5,000.00

Total . = Rp. 53,015.00

5. 1 M2 PEKERJAAN DIREKSIKIT

Bahan & Upah : 1.00 M2 @ Rp.

100,000.00 . = Rp. 100,000.00

6. 1 M2 PEKERJAAN MEMBUAT BRAK UNTUK GUDANG

Bahan & Upah : 1.00 m2 @ Rp.

100,000.00 . = Rp. 100,000.00

7. ADMINISTRASI DAN DOKUMENTASI

Bahan & Upah : 1.00 ls. @ Rp.

150,000.00 . = Rp. 150,000.00

B PEKERJAAN TANAH DAN PASIR

Page 14: sample hitungan RAB

1.

1 M3 PEKERJAAN GALIAN TANAH BIASA

Untuk Pondasi Batu Kali

Upah : 1.0000 m3 @

Rp.

8,500.00 . = Rp. 8,500.00

Total . = Rp. 8,500.00

2. 1 M3 PEKERJAAN GALIAN TANAH s.d. -2 M Untuk Foot Plate

Upah : 1.0000 m3 @

Rp.

10,000.00 . = Rp. 10,000.00

Total . = Rp. 10,000.00

3. 1 M3 PEKERJAAN URUGAN TANAH KEMBALI

Upah : *) 1.0000 m3 @

Rp.

4,500.00 . = Rp. 4,500.00

*). Termasuk Pemadatan Total . = Rp. 4,500.00

4. 1 M3 PEKERJAAN URUGAN TANAH Dengan Mendatangkan Tanah dari Luar Bahan :

Tanah Urug 1.2000 m3 @

Rp.

22,500.00 . = Rp. 27,000.00

Upah : *) 1.0000 m3 @

Rp.

6,500.00 . = Rp. 6,500.00

*). Termasuk Pemadatan Total . = Rp. 33,500.00

5. 1 M3 PEKERJAAN URUGAN PASIR Bahan :

Pasir 1.2000 m3 @

Rp.

27,000.00 . = Rp. 32,400.00

Page 15: sample hitungan RAB

Upah : 1.0000 m3 @

Rp.

4,950.00 . = Rp. 4,950.00

Total . = Rp. 37,350.00

6. 1 M2 PEKERJAAN URUGAN PASIR TEBAL = 10 CM` Bahan :

Pasir 0.1200 m3 @

Rp.

27,000.00 . = Rp. 3,240.00

Upah : 1.0000 m3 @

Rp.

1,243.13 . = Rp. 1,243.13

Total . = Rp. 4,483.13

C PEKERJAAN PASANGAN & PLESTERAN

1. 1 M3 PEKERJAAN PASANGAN PONDASI BATU KALI PECAH ( 1 PC : 6 PS ) Bahan :

Batu Kali 1.2000 m3

@

Rp.

35,000.00 . = Rp.

42,000.00

Semen (pc) 3.0698 zak

@

Rp.

22,000.00 . = Rp.

67,535.08

Kapur - zak @

Rp.

4,500.00 . = Rp. -

Pasir Pasang 0.6175 m3

@

Rp.

50,000.00 . = Rp.

30,873.18

. = Rp. 140,408.26

Upah : 1.0000 m3

@

Rp.

37,625.00 . = Rp.

37,625.00

Total : . = Rp. 178,033.26

2. 1 M3 PEKERJAAN PASANGAN BATU KALI KOSONG

Bahan :

Batu Kali 1.2000 m3 @ Rp.

35,000.00 . = Rp.

42,000.00

Pasir Pasang 0.4500 m3 @ . = Rp.

Page 16: sample hitungan RAB

Rp. 27,000.00 12,150.00

. = Rp. 54,150.00

Upah : 1.0000 m3 @ Rp.

24,000.00 . = Rp.

24,000.00

Total : . = Rp. 78,150.00

3. 1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU TRASRAM (1 P C : 3 PS)

Bahan :

Batu Bata 77.0000 bh @ Rp.

180.00 . = Rp.

13,860.00

Semen (pc) 0.6077 zak @ Rp.

22,000.00 . = Rp.

13,369.32

Kapur - zak @ Rp.

4,500.00 . = Rp. -

Pasir Pasang (Ayak) 0.0611 m3 @ Rp.

50,000.00 . = Rp. 3,055.84

. = Rp. 30,285.16

Upah : 1.0000 m2 @ Rp.

8,100.00 . = Rp. 8,100.00

Total . = Rp. 38,385.16

4. 1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU (1 PC : 5 PS ) Bahan :

Batu Bata 70.0000 bh @

Rp. 180.00 . = Rp.

12,600.00

Semen (pc) 0.4093 zak @

Rp. 22,000.00 . = Rp. 9,004.49

Kapur - zak @ . = Rp. -

Page 17: sample hitungan RAB

Rp. 4,500.00

Pasir Pasang (Ayak) 0.0686 m3 @

Rp. 50,000.00 . = Rp. 3,430.28

. = Rp. 25,034.77

Upah : 1.0000 m2 @

Rp.

7,312.50 . = Rp. 7,312.50

Total . = Rp.

32,347.27

5. 1 M' PEKERJAAN ROLLAG BATA (1 PC : 3 PS)

Bahan :

Batu Bata 14.0000 bh @

Rp.

180.00 . = Rp. 2,520.00

Semen (pc) 0.2263 zak @

Rp.

22,000.00 . = Rp. 4,978.82

Pasir Pasang (Ayak) 0.0122 m3 @

Rp.

50,000.00 . = Rp. 611.68 . = Rp. 8,110.51

Upah : 1.0000 m' @

Rp.

3,937.50 . = Rp. 3,937.50

Total . = Rp.

12,048.01

6. 1 M2 PEKERJAAN PLESTERAN (1PC : 5 PS), T = 20 MM

Bahan :

Semen (pc) 0.1428 zak @

Rp.

22,000.00 . = Rp. 3,142.38

Kapur - zak @

Rp.

4,500.00 . = Rp. -

Pasir Pasang (Ayak) 0.0239 m3 @

Rp.

50,000.00 . = Rp. 1,197.10 . = Rp. 4,339.48

Upah : 1.0000 m2 @

Rp.

9,130.00 . = Rp. 9,130.00

Total . = Rp.

13,469.48

7. 1 M2 PEKERJAAN PLESTERAN TRASRAM (1 PC : 3 PS) T = 20 MM

Bahan : Semen (pc) 0.2121 zak @ . = Rp. 4,665.62

Page 18: sample hitungan RAB

Rp. 22,000.00

Kapur - zak @ Rp.

4,500.00 . = Rp. -

Pasir Pasang (Ayak) 0.0213 m3 @ Rp.

50,000.00 . = Rp. 1,066.43

. = Rp. 5,732.05

Upah : 1.0000 m2 @ Rp.

9,130.00 . = Rp. 9,130.00

Total . = Rp. 14,862.05

8. 1 M2 PEKERJAAN PLESTERAN UNTUK BETON (1 PC : 3 PS) T = 6 MM

Bahan :

Semen (pc) 0.0943 zak @ Rp.

22,000.00 . = Rp. 2,073.61

Kapur - zak @ Rp.

4,500.00 . = Rp. -

Pasir Pasang (Ayak) 0.0095 m3 @ Rp.

50,000.00 . = Rp. 473.97

. = Rp. 2,547.58

Upah : 1.0000 m2 @ Rp.

9,130.00 . = Rp. 9,130.00

Total . = Rp. 11,677.58

9. 1 M' PEKERJAAN SPONENGAN SUDUT ( 1 PC : 2 PS )

Bahan :

Semen (pc) 0.0249 zak @ Rp.

22,000.00 . = Rp. 547.39

Kapur (Mill) - zak @ Rp.

4,500.00 . = Rp. -

Pasir Pasang (Ayak) 0.0017 m3 @ Rp.

50,000.00 . = Rp. 83.41

. = Rp. 630.81 Upah : 1.0000 m2 @ . = Rp. 2,750.00

Page 19: sample hitungan RAB

Rp. 2,750.00 Total . = Rp. 3,380.81

10. 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE A

Bahan :

Semen (pc) 0.0071 zak @ Rp.

22,000.00 . = Rp. 157.12

Pasir Pasang (Ayak) 0.0012 m3 @ Rp.

50,000.00 . = Rp. 59.85

. = Rp. 216.97

Upah : 1.0000 m2 @ Rp.

8,250.00 . = Rp. 8,250.00

Total . = Rp. 8,466.97

11. 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE B

Bahan :

Semen (pc) 0.0114 zak @ Rp.

22,000.00 . = Rp. 251.39

Pasir Pasang (Ayak) 0.0019 m3 @ Rp.

50,000.00 . = Rp. 95.77

. = Rp. 347.16

Upah : 1.0000 m2 @ Rp.

8,250.00 . = Rp. 8,250.00

Total . = Rp. 8,597.16

12. 1 M2 PEKERJAAN LANTAI KERJA ( 1PC : 4 PS) TEBA L 30 MM Bahan :

Semen (pc) 0.3414

zak

@ Rp. 22,000.00 . = Rp.

7,510.84

Pasir Pasang (Ayak) 0.0458

m3

@ Rp. 50,000.00 . = Rp.

2,289.02

. = Rp. 9,799.86

Upah : 1.0000

m2

@ Rp. 3,300.00 . = Rp.

3,300.00

Total . = Rp. 13,099.86

Page 20: sample hitungan RAB

13. 1 M2 PEKERJAAN LANTAI KERJA ( 1 PC : 3 PS : 5 KR) TEBAL 50 MM

Bahan :

Semen (pc) 0.3047

zak

@ Rp. 22,000.00 . = Rp.

6,702.65

Pasir 0.0292

m3

@ Rp. 50,000.00 . = Rp.

1,462.40

Krikil 0.0266

m3

@ Rp. 50,000.00 . = Rp.

1,327.76

. = Rp. 9,492.80

Upah : 1.0000

m2

@ Rp. 5,720.00 . = Rp.

5,720.00

Total . = Rp. 15,212.80

E PEKERJAAN PENUTUP LANTAI DAN DINDING

1. 1M2 PEKERJAAN PASANGAN KERAMIK LANTAI 30/30 Bahan :

Keramik Lantai 1.1000 m2 @ Rp. 30,000.00 . = Rp.

33,000.00

Semen (pc) 0.1730 zak @ Rp. 22,000.00 . = Rp.

3,805.49

Pasir 0.0206 m3 @ Rp. 50,000.00 . = Rp.

1,030.06

Semen Grouting 0.1833 m3 @ Rp. 7,500.00 . = Rp.

1,375.00

Page 21: sample hitungan RAB

. = Rp. 39,210.55

Upah : 1.0000 m2 @ Rp. 9,250.00 . = Rp.

9,250.00

Total . = Rp. 48,460.55

2. 1M2 PEKERJAAN PASANGAN KERAMIK KM/WC 20/20 Bahan :

Keramik Serit 1.1000 m2 @ Rp. 35,000.00 . = Rp.

38,500.00

Semen (pc) 0.1730 zak @ Rp. 22,000.00 . = Rp.

3,805.49

Pasir 0.0206 m3 @ Rp. 50,000.00 . = Rp.

1,030.06

Semen Grouting 0.1833 m3 @ Rp. 7,500.00 . = Rp.

1,375.00

. = Rp. 44,710.55

Upah : 1.0000 m2 @ Rp. 9,250.00 . = Rp.

9,250.00

Total . = Rp. 53,960.55

3. 1M2 PEKERJAAN PASANGAN KERAMIK DINDING Bahan :

Keramik Dinding 1.1000 m2 @ Rp. 33,000.00 . = Rp.

36,300.00

Semen (pc) 0.1297 zak @ Rp. 22,000.00 . = Rp.

2,854.12

Pasir 0.0155 m3 @ Rp. 50,000.00 . = Rp.

772.54

Semen Grouting 0.1833 m3 @ Rp. 7,500.00 . = Rp.

1,375.00

. = Rp. 41,301.66

Upah : 1.0000 m2 @ Rp. 30,000.00 . = Rp.

30,000.00

Total . = Rp. 71,301.66

Page 22: sample hitungan RAB

4. 1M' PEKERJAAN PASANGAN KERAMIK PLINT T = 12 CM Bahan :

Keramik Dinding 0.1667 m2 @ Rp. 30,000.00 . = Rp.

5,001.00

Semen (pc) 0.0156 zak @ Rp. 22,000.00 . = Rp.

342.49

Pasir 0.0019 m3 @ Rp. 50,000.00 . = Rp.

92.71

Semen Grouting 0.0220 m3 @ Rp. 7,500.00 . = Rp.

165.00

. = Rp. 5,601.20

Upah : 1.0000 m2 @ Rp. 6,800.00 . = Rp.

6,800.00

Total . = Rp. 12,401.20

5. 1 BH PEKERJAAN PASANGAN KERAMIK ASSESORIES (8 X 20 ) CM Bahan :

Keramik Assesories 1.1000 bh @ Rp. 4,000.00 . = Rp.

4,400.00

Semen (pc) 0.0021 zak @ Rp. 22,000.00 . = Rp.

45.67

Pasir 0.0002 m3 @ Rp. 50,000.00 . = Rp.

12.36

Semen Grouting 0.0029 m3 @ Rp. 7,500.00 . = Rp.

22.00

. = Rp. 4,480.03

Upah : 1.0000 m2 @ Rp. 1,000.00 . = Rp.

1,000.00

Total . = Rp. 5,480.03

6. 1M2 PEKERJAAN BATU ALAM PADA

Page 23: sample hitungan RAB

DINDING Bahan :

Batu Alam 1.1200 m2 @ Rp.

65,000.00 . = Rp.

72,800.00

Semen (pc) 0.1297 zak @ Rp.

22,000.00 . = Rp.

2,854.12

Pasir 0.0155 m3 @ Rp.

50,000.00 . = Rp.

772.54

. = Rp. 76,426.66

Upah : 1.0000 m2 @ Rp.

45,000.00 . = Rp.

45,000.00

Total . = Rp. 121,426.66

7. 1M2 PEKERJAAN BATU ALAM SUSUN SIRIH PADA PILAR Bahan :

Batu Belah 275.0000 bh @ Rp.

500.00 . = Rp.

137,500.00

Semen (pc) 0.1297 zak @ Rp.

22,000.00 . = Rp.

2,854.12

Pasir 0.0155 m3 @ Rp.

50,000.00 . = Rp.

772.54

. = Rp. 141,126.66

Upah : 1.0000 m2 @ Rp.

30,000.00 . = Rp.

30,000.00

Total . = Rp. 171,126.66

G PEKERJAAN RANGKA ATAP & PLAFOND

1. 1 M2 PEKERJAAN USUK 5/7 KY. BANGKIRAI RENG 2/3 KY. KRUING

Page 24: sample hitungan RAB

(Jarak Usuk 40; Jarak Reng 36 cm)

Bahan :

Balok Kayu 0.0092 m3 @

Rp.

2,800,000.00 . = Rp. 25,872.00

Reng Kayu 0.0045 Kg @

Rp.

1,800,000.00 . = Rp. 8,188.71

Paku 0.2000 Kg @

Rp.

7,000.00 . = Rp. 1,400.00

. = Rp. 35,460.71

Upah : 1.0000 M2 @

Rp.

4,000.00 . = Rp. 4,000.00

Total : . = Rp. 39,460.71 2. 1 M2 PEKERJAAN USUK 5/7 KY. BANGKIRAI RENG 2/3 KY. KRUING (Jarak Usuk 45 cm; Jarak Reng 35 cm) Bahan :

Balok Kayu 0.0092 m3 @

Rp.

2,800,000.00 . = Rp. 25,872.00

Reng Kayu 0.0064 Kg @

Rp.

1,800,000.00 . = Rp. 11,583.00

Paku 0.2000 Kg @

Rp.

7,000.00 . = Rp. 1,400.00

. = Rp. 38,855.00

Upah : 1.0000 M2 @

Rp.

4,000.00 . = Rp. 4,000.00

Total : . = Rp. 42,855.00

3. 1 M3 PEKERJAAN GORDING, NOG, JURAI, MURPLATE. KAYU BANGKIRAI 8/12 Bahan : Balok Kayu m3 @ . = Rp. 3,080,000.00

Page 25: sample hitungan RAB

1.1000 Rp. 2,800,000.00

Baut 50.0833 bh @

Rp.

1,500.00 . = Rp. 75,125.00

. = Rp. 3,155,125.00

Upah : 1.0000 m3 @

Rp.

430,000.00 . = Rp. 430,000.00

Total : . = Rp. 3,585,125.00

4. 1 M` PEKERJAAN PAPAN RUITER KAYU BANGKIRAI 2/20

Bahan :

Papan Kayu 0.0044 m3 @

Rp.

3,000,000.00 . = Rp. 13,200.00

Paku 0.0200 bh @

Rp.

7,000.00 . = Rp. 140.00

. = Rp. 13,340.00

Upah : 1.0000 m` @

Rp.

1,500.00 . = Rp. 1,500.00

Total : . = Rp. 14,840.00

5. 1 M` PEKERJAAN PAPAN LISJPLANK TUNGGAL KAYU BANGKI RAI 2/25

Bahan :

Papan Kayu 0.0055 m3 @

Rp.

3,000,000.00 . = Rp. 16,500.00

Paku 0.0200 bh @

Rp.

7,000.00 . = Rp. 140.00

. = Rp. 16,640.00

Upah : 1.0000 m` @

Rp.

7,250.00 . = Rp. 7,250.00

Total : . = Rp. 23,890.00

6. 1 M` PEKERJAAN PAPAN LISJPLANK DOUBLE KAYU BANGKIR AI 2/20; 2/25 Bahan :

Papan Kayu 0.0110 m3 @

Rp.

3,000,000.00 . = Rp. 33,000.00

Paku 0.0400 bh @

Rp.

7,000.00 . = Rp. 280.00

. = Rp. 33,280.00

Upah : 1.0000 m` @

Rp.

14,500.00 . = Rp. 14,500.00

Total : . = Rp. 47,780.00

Page 26: sample hitungan RAB

7. 1M' PEKERJAAN TALANG ZENG; PAPAN KAYU MERANTI

Bahan :

Seng BJLS 30 1.1000 m' @

Rp.

24,000.00 . = Rp. 26,400.00

Papan Kayu Meranti 0.0176 m3 @

Rp.

1,400,000.00 . = Rp. 24,640.00

Paku Seng (Payung) 10.0000 buah @

Rp.

150.00 . = Rp. 1,500.00

Paku 0.2000 kg @

Rp.

7,000.00 . = Rp. 1,400.00

. = Rp. 53,940.00

Upah : 1.0000 m' @

Rp.

7,750.00 . = Rp. 7,750.00

Total . = Rp. 61,690.00

8. 1 M' PEKERJAAN WENVIR DENGAN SENG

Bahan :

Seng 1.1000 m' @ Rp.

8,000.00 . = Rp. 8,800.00

Papan Kayu Meranti 0.0026 m3 @ Rp.

1,400,000.00 . = Rp. 3,640.00

Paku 0.0200 kg @ Rp.

7,000.00 . = Rp. 140.00

. = Rp. 12,580.00

Upah : 1.0000 m' @ Rp.

5,000.00 . = Rp. 5,000.00

Total . = Rp. 17,580.00

9. 1 M2 PEKERJAAN RANGKA PLAFOND KY KRUING - PENUTUP GYPSUM

Rangka = 60 x 60 CM Bahan :

Gypsum 0.3819 m3 @

Rp.

35,000.00 . = Rp. 13,368.06

Balok Kayu 0.0136 m3 @

Rp.

1,800,000.00 . = Rp. 24,552.00

Paku 0.2000 Kg @

Rp.

7,000.00 . = Rp. 1,400.00

Paku Plepet 0.0200 Kg @

Rp.

8,000.00 . = Rp. 160.00

. = Rp. 39,480.06

Page 27: sample hitungan RAB

Upah : 1.0000 m2 @

Rp.

13,000.00 . = Rp. 13,000.00

Total : . = Rp. 52,480.06

10. 1 M2 PEKERJAAN RANGKA PLAFOND - PENUTUP CALSIBOARD

Rangka = 100 x 100 CM

Bahan :

Calsiboard 0.3819 m3 @

Rp.

30,000.00 . = Rp. 11,458.33

Balok Kayu 0.0092 m3 @

Rp.

1,800,000.00 . = Rp. 16,632.00

Paku 0.2000 Kg @

Rp.

7,000.00 . = Rp. 1,400.00

Paku Plepet 0.0200 Kg @

Rp.

8,000.00 . = Rp. 160.00

. = Rp. 29,650.33

Upah : 1.0000 m2 @

Rp.

7,200.00 . = Rp. 7,200.00

Total : . = Rp. 36,850.33

11.

1 M' PEKERJAAN LIS GYPSIUM LEBAR : 10 CM

Bahan dan Upah :

Lis Gypsium L=10 cm 1.0000 m3 m'

Rp.

8,000.00 . = Rp. 8,000.00

Total : . = Rp. 8,000.00

H PEKERJAAN PENUTUP ATAP & PLAFOND.

1. 1 M2 PEKERJAAN PENUTUP ATAP GENTENG KERAMIK SOKKA TYPE MORANDO SE, BESAR Bahan :

Genteng Keramik 9.9000 bh @ Rp. 2,100.00 . = Rp. 20,790.00

. = Rp. 20,790.00

Upah : 1.0000

m2 @ Rp. 7,050.00 . = Rp. 7,050.00

Total : . = Rp. 27,840.00

2. 1 M' PEKERJAAN KERPUS GENTENG KERAMIK SOKKA TYPE M ORANDO SE, BESAR

Bahan :

Page 28: sample hitungan RAB

Genteng Kerpus 3.3000

m3 @ Rp. 4,000.00 . = Rp. 13,200.00

Semen 0.2601

m3 @ Rp. 22,000.00 . = Rp. 5,722.54

Pasir 0.0366

Kg @ Rp. 50,000.00 . = Rp. 1,831.21

. = Rp. 20,753.76

Upah : 1.0000

m2 @ Rp. 17,037.50 . = Rp. 17,037.50

Total : . = Rp. 37,791.26

F PEKERJAAN KUSEN DAN DAUN PINTU JENDELA 1. 1 M3 PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan : Balok Kayu 1.1000 m3 @ Rp. 6,000,000.00 . = Rp. 6,600,000.00 Paku 5.0000 Kg @ Rp. 7,000.00 . = Rp. 35,000.00 . = Rp. 6,635,000.00 Upah : 1.0000 m3 @ Rp. 1,730,000.00 . = Rp. 1,730,000.00 Total : . = Rp. 8,365,000.00 2. 1 M' PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan : Balok Kayu 0.0087 m3 @ Rp. 6,000,000.00 . = Rp. 52,272.00 Paku 0.0360 Kg @ Rp. 7,000.00 . = Rp. 252.00 . = Rp. 52,524.00 Upah : 1.0000 m' @ Rp. 12,456.00 . = Rp. 12,456.00 Total : . = Rp. 64,980.00 3. 1 M3 PEKERJAAN KREPYAK KAYU JATI UNTUK KUSEN Bahan : Papan Kayu 1.1000 m3 @ Rp. 8,000,000.00 . = Rp. 8,800,000.00 Paku 5.0000 Kg @ Rp. 7,000.00 . = Rp. 35,000.00 . = Rp. 8,835,000.00 Upah : 1.0000 m3 @ Rp. 1,620,000.00 . = Rp. 1,620,000.00 Total : . = Rp. 10,455,000.00

4. 1 BH DAUN PINTU PANIL 3,5 X 82 X 200 CM

Bahan : Papan Kayu 0.0631 m3 @ Rp. 8,000,000.00 . = Rp. 504,800.00 Lem 0.1500 Kg @ Rp. 8,000.00 . = Rp. 1,200.00

Page 29: sample hitungan RAB

. = Rp. 506,000.00 Upah : 1.0000 bh @ Rp. 184,740.00 . = Rp. 184,740.00 Total : . = Rp. 690,740.00

5. 1 BH DAUN PINTU PANIL 3 X 74 X 200 CM

Bahan : Papan Kayu 0.0488 m3 @ Rp. 8,000,000.00 . = Rp. 390,400.00 Lem 0.1500 Kg @ Rp. 8,000.00 . = Rp. 1,200.00 . = Rp. 391,600.00 Upah : 1.0000 bh @ Rp. 179,020.00 . = Rp. 179,020.00 Total : . = Rp. 570,620.00

6. 1 BH DAUN PINTU PANIL 3 X 61 X 200 CM

Bahan : Papan Kayu 0.0403 m3 @ Rp. 8,000,000.00 . = Rp. 322,400.00 Lem 0.1500 Kg @ Rp. 8,000.00 . = Rp. 1,200.00 . = Rp. 323,600.00 Upah : 1.0000 bh @ Rp. 175,620.00 . = Rp. 175,620.00 Total : . = Rp. 499,220.00

7. 1 BH DAUN JENDELA 52 X 150 CM; KAYU JATI POLITUR

Bahan :

Ram Kayu 3,5 cm 0.0156 m3 @ Rp. 8,000,000.00 . = Rp. 124,800.00

Kaca Bening 5 mm 0.4725 m2 @ Rp. 60,000.00 . = Rp. 28,350.00

. = Rp. 153,150.00

Upah : 1.0000 bh @ Rp. 70,000.00 . = Rp. 70,000.00

Total : . = Rp. 223,150.00

8. 1 BH DAUN JENDELA 62 X 116 CM; KAYU JATI POLITUR

Bahan :

Ram Kayu 3,5 cm 0.0137 m3 @ Rp. 8,000,000.00 . = Rp. 109,600.00

Kaca Bening 5 mm 0.4500 m2 @ Rp. 60,000.00 . = Rp. 27,000.00

. = Rp. 136,600.00

Upah : 1.0000 bh @ Rp. 70,000.00 . = Rp. 70,000.00

Page 30: sample hitungan RAB

Total : . = Rp. 206,600.00

9. 1 BH DAUN JENDELA 62 X 166 CM; KAYU JATI POLITUR

Bahan :

Ram Kayu 3,5 cm 0.0176 m3 @ Rp. 8,000,000.00 . = Rp. 140,800.00

Kaca Bening 5 mm 0.6750 m2 @ Rp. 60,000.00 . = Rp. 40,500.00

. = Rp. 181,300.00

Upah : 1.0000 bh @ Rp. 70,000.00 . = Rp. 70,000.00

Total : . = Rp. 251,300.00

10. 1 BH ROSTER KAYU 30 X 40 CM Bahan :

Roster Kayu 1.0000 bh @ Rp. 45,000.00 . = Rp. 45,000.00

. = Rp. 45,000.00

Upah : 1.0000 bh @ Rp. 1,000.00 . = Rp. 1,000.00

Total : . = Rp. 46,000.00

11.

1 M2 PEKERJAAN KACA ES UNTUK BOVEN

Bahan dan Upah :

Kaca Es 5mm 1.0000 m2 @ Rp. 70,000.00 . = Rp. 70,000.00

Lis Kayu 4.0000 m' @ Rp. 3,000.00 . = Rp. 12,000.00

Total : . = Rp. 82,000.00

J PEKERJAAN CAT DAN POLITUR 1. 1 M2 PENGECATAN KAYU BARU Bahan :

Cat Kayu 0.2750 Kg @

Rp.

33,000.00 . = Rp. 9,075.00

Plamur Kayu 0.1375 Kg @

Rp.

9,700.00 . = Rp. 1,333.75

Dempul Jadi 0.5000 bh @

Rp.

1,000.00 . = Rp. 500.00

Thiner ltr @ . = Rp. 1,125.00

Page 31: sample hitungan RAB

0.2500 Rp. 4,500.00

Amplas 1.0000 lbr @

Rp.

1,250.00 . = Rp. 1,250.00

. = Rp. 13,283.75

Upah : 1.0000 bh @

Rp.

12,960.00 . = Rp. 12,960.00

Total : . = Rp. 26,243.75

2. 1M2 PEKERJAAN MENI BIDANG KAYU BARU

Bahan :

Menie Jadi 0.2750 kg @ Rp.

6,000.00 . = Rp. 1,650.00

. = Rp. 1,650.00

Upah : 1.0000 m2 @ Rp.

3,190.00 . = Rp. 3,190.00

Total . = Rp. 4,840.00

3. 1M2 PEKERJAAN PENGECATAN KAYU BARU

Bahan dan Upah:

Cat-catan 1.0000 m2 @ Rp.

26,243.75 . = Rp. 26,243.75

Menie 1.0000 m2 @ Rp.

4,840.00 . = Rp. 4,840.00

Total . = Rp. 31,083.75 4. 1M2 PEKERJAAN PENGECATAN TEMBOK DGN CAT CATYLAC

(Untuk Eksterior dan Plafon)

Bahan :

Cat Tembok Catylac 0.1830 kg @ Rp.

10,000.00 . = Rp. 1,830.00

Plamur Jadi 0.0460 kg @ Rp.

5,800.00 . = Rp. 266.80

Amplas 0.2500 lbr @ Rp.

1,250.00 . = Rp. 312.50

. = Rp. 2,409.30

Upah : 1.0000 m2 @ Rp.

4,846.88 . = Rp. 4,846.88

Total . = Rp. 7,256.18 5. 1M2 PEKERJAAN POLITUR UNTUK KUSEN DAN DAUN PINTU D AN JENDELA Bahan :

Page 32: sample hitungan RAB

Sirlak 0.0275 kg @ Rp.

60,000.00 . = Rp. 1,650.00

Spirtus 0.5500 kg @ Rp.

6,000.00 . = Rp. 3,300.00

Batu Apung 0.3667 kg @ Rp.

4,000.00 . = Rp. 1,466.80

. = Rp. 6,416.80

Upah : 1.0000 m2 @ Rp.

18,562.50 . = Rp. 18,562.50

Total . = Rp. 24,979.30

D PEKERJAAN BETON BERTULANG 1. 1M3 PEKERJAAN COR BETON UNTUK SLOOF, SKELET DAN RI NG BALOK; DGN MOLEN

Bahan :

Semen (pc) 8.5150

zak

@

Rp.

22,000.00 . = Rp.

187,329.70

Pasir Beton 0.5450

m3

@

Rp.

50,000.00 . = Rp.

27,247.96

Kerikil 0.8174

m3

@

Rp.

50,000.00 . = Rp.

40,871.93

. = Rp. 255,449.59

Upah : 1.0000

m3

@

Rp.

47,250.00 . = Rp.

47,250.00

Total . = Rp. 302,699.59

2. 1Kg. PEMBESIAN U-24 (Alat Gunting) Bahan :

Besi Beton 1.1000 kg @

Rp.

4,500.00 . = Rp.

4,950.00

Bendrat (kawat beton) 0.0200 kg @

Rp.

8,000.00 . = Rp.

160.00

. = Rp. 5,110.00

Upah : 1.0000 m3 @

Rp.

428.88 . = Rp.

428.88

Total . = Rp. 5,538.88

3. 1M2 PEKERJAAN BEKESTING UNTUK SKELET, SLOOF DAN RI NG BALOK

DENGAN PAPAN SENGON

Bahan :

Page 33: sample hitungan RAB

Papan sengon 2.7500 lbr @

Rp.

3,000.00 . = Rp.

8,250.00

Paku 0.2000 kg @

Rp.

7,000.00 . = Rp.

1,400.00

. = Rp. 9,650.00

Upah : 1.0000 m2 @

Rp.

1,750.00 . = Rp.

1,750.00

Total . = Rp. 11,400.00

4. 1 LS PERANCAH BETON DARI BAMBU UNTUK 1M3 PLAT TEBA L 12 CM

Rangka (0,6 x 0,6) m. Bahan :

Balok Kayu/ Bambu 55.0000 btg @

Rp.

4,500.00 . = Rp.

247,500.00

Paku 1.6600 kg @

Rp.

7,000.00 . = Rp.

11,620.00

. = Rp. 259,120.00

Upah : 1.0000 ls @

Rp.

24,990.00 . = Rp.

24,990.00

Total . = Rp. 284,110.00

5. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SLOOF 15/20

(1pc : 2ps : 3 Kr) Bahan dan Upah :

Beton 1.0000 m3 @

Rp.

302,699.59 . = Rp.

302,699.59

Besi Beton U-24 100.0000 kg @

Rp.

5,538.88 . = Rp.

553,887.50

Bekesting 5.0000 m2 @

Rp.

11,400.00 . = Rp.

57,000.00

Total . = Rp. 913,587.09

6. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SKEL ET 15/15 (1pc : 2ps : 3 Kr) Bahan dan Upah :

Beton 1.0000 m3 @

Rp.

302,699.59 . = Rp.

302,699.59

Besi Beton U-24 120.0000 kg . = Rp.

Page 34: sample hitungan RAB

@ Rp. 5,538.88 664,665.00

Bekesting 5.0000 m2 @

Rp.

11,400.00 . = Rp.

57,000.00

Total . = Rp. 1,024,364.59

7. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK BALO K RING 15/15 (1pc : 2ps : 3 Kr) Bahan dan Upah :

Beton 1.0000 m3 @

Rp.

302,699.59 . = Rp.

302,699.59

Besi Beton U-24 120.0000 kg @

Rp.

5,538.88 . = Rp.

664,665.00

Bekesting 5.0000 m2 @

Rp.

11,400.00 . = Rp.

57,000.00

Total . = Rp. 1,024,364.59

8. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK CANOPY

(1pc : 2ps : 3 Kr) Bahan dan Upah :

Beton 1.0000 m3 @

Rp.

302,699.59 . = Rp.

302,699.59

Besi Beton U-24 125.0000 kg @

Rp.

5,538.88 . = Rp.

692,359.38

Bekesting 5.0000 m2 @

Rp.

11,400.00 . = Rp.

57,000.00

Perancah Bambu 0.5000 ls @

Rp.

284,110.00 . = Rp.

142,055.00

Total . = Rp. 1,194,113.97

M PEKERJAAN SANITASI DAN DRAINASI

1. 1 M' PEKERJAAN INSTALASI AIR BERSIH Bahan :

Pipa PVC 3/4" 0.2750 btg @ Rp. 14,000.00 . = Rp. 3,850.00

Sock 0.2750 bh @ Rp. 2,000.00 . = Rp. 550.00

Knee 0.1875 bh @ Rp. 2,500.00 . = Rp. 468.75

Lem PC 0.1000 tube @ Rp. 3,500.00 . = Rp. 350.00

. = Rp. 5,218.75

Page 35: sample hitungan RAB

Upah : 1.0000 m' @ Rp. 2,500.00 . = Rp. 2,500.00

Total . = Rp. 7,718.75

2. 1 M' PEKERJAAN INSTALASI AIR KOTOR DAN AIR BEKA S Bahan :

Pipa PVC 3" 0.2750 btg @ Rp. 85,000.00 . = Rp. 23,375.00

Sock 0.2750 bh @ Rp. 5,000.00 . = Rp. 1,375.00

Knee 0.1875 bh @ Rp. 7,800.00 . = Rp. 1,462.50

Lem PVC 0.2000 tube @ Rp. 3,500.00 . = Rp. 700.00

. = Rp. 26,912.50

Upah : 1.0000 m' @ Rp. 5,000.00 . = Rp. 5,000.00

Total . = Rp. 31,912.50

3. 1 UNIT PEKERJAAN PASANG CLOSET DUDUK Bahan :

Closet Duduk Monoblok 1.0000 set @ Rp. 1,000,000.00 . = Rp. 1,000,000.00

. = Rp. 1,000,000.00

Upah : 1.0000 unit @ Rp. 72,600.00 . = Rp. 72,600.00

Total . = Rp. 1,072,600.00

4. 1 UNIT PEKERJAAN PASANG CLOSET JONGKOK Bahan :

Closet Jongkok 1.0000 bh @ Rp. 74,500.00 . = Rp. 74,500.00

Dudukan closet 1.0000 ls @ Rp. 25,000.00 . = Rp. 25,000.00

. = Rp. 99,500.00

Upah : 1.0000 unit @ Rp. 36,300.00 . = Rp. 36,300.00

Total . = Rp. 135,800.00

5. 1 UNIT PEKERJAAN PASANG WASHTAFEL Bahan :

Washtafel 1.0000 set @ Rp. 200,000.00 . = Rp. 200,000.00

Page 36: sample hitungan RAB

. = Rp. 200,000.00

Upah : 1.0000 unit @ Rp. 72,600.00 . = Rp. 72,600.00

Total . = Rp. 272,600.00

6. 1 UNIT PEKERJAAN PASANG WALL SHOWER Bahan :

Wallshower 1.0000 set @ Rp. 50,000.00 . = Rp. 50,000.00

. = Rp. 50,000.00

Upah : 1.0000 unit @ Rp. 15,125.00 . = Rp. 15,125.00

Total . = Rp. 65,125.00 7. 1 BH PEKERJAAN PASANG FLOOR DRAIN Bahan :

Floordrain 1.0000 bh @ Rp.

10,000.00 . = Rp.

10,000.00

. = Rp. 10,000.00

Upah : 1.0000 unit @ Rp.

9,000.00 . = Rp.

9,000.00

Total . = Rp. 19,000.00

8. 1 BH PEKERJAAN PASANG AVOR (KURASAN BAK)

Bahan :

Avor 1.0000 bh @ Rp.

5,000.00 . = Rp.

5,000.00

. = Rp. 5,000.00

Upah : 1.0000 unit @ Rp.

9,000.00 . = Rp.

9,000.00

Total . = Rp. 14,000.00

9. 1 BH PEKERJAAN KERAN AIR

Bahan :

Keran Air (rata-rata) 1.0000 bh @ Rp.

15,000.00 . = Rp.

15,000.00

Knee 1.0000 bh @ Rp.

2,500.00 . = Rp.

2,500.00

Page 37: sample hitungan RAB

Isolasi 1.0000 bh @ Rp.

1,000.00 . = Rp.

1,000.00

. = Rp. 18,500.00

Upah : 1.0000 m' @ Rp.

3,600.00 . = Rp.

3,600.00

Total . = Rp. 22,100.00

10. 1 BH PEKERJAAN KERAN AIR UNTUK DAPUR

Bahan :

Keran Air (rata-rata) 1.0000 bh @ Rp.

25,000.00 . = Rp.

25,000.00

Knee 1.0000 bh @ Rp.

2,500.00 . = Rp.

2,500.00

Isolasi 1.0000 bh @ Rp.

1,000.00 . = Rp.

1,000.00

. = Rp. 28,500.00

Upah : 1.0000 m' @ Rp.

3,600.00 . = Rp.

3,600.00

Total . = Rp. 32,100.00

11. 1 BH PEKERJAAN PASANG SOAP HOLDER TANAM

Bahan :

Soap Holder 1.0000 bh @ Rp.

25,000.00 . = Rp.

25,000.00

. = Rp. 25,000.00

Upah : 1.0000 unit @ Rp.

15,125.00 . = Rp.

15,125.00

Total . = Rp. 40,125.00

12. 1 UNIT PEKERJAAN PASANG BATH UP

Bahan :

Bath Up 1.0000 set @ Rp.

1,250,000.00 . = Rp.

1,250,000.00

. = Rp. 1,250,000.00

Page 38: sample hitungan RAB

Upah : 1.0000 unit @ Rp.

93,750.00 . = Rp.

93,750.00

Total . = Rp. 1,343,750.00

13. 1 UNIT PEKERJAAN BIKIN BAK KONTROL

Bahan :

Bak Kontrol 1.0000 unit @ Rp.

200,000.00 . = Rp.

200,000.00

. = Rp. 200,000.00

Upah : 1.0000 ls @ Rp.

52,000.00 . = Rp.

52,000.00

Total . = Rp. 252,000.00

14. 1 UNIT PEKERJAAN SUMUR RESAPAN DENGAN BUIS BET ON

Bahan :

Sumur Resapan 1.0000 unit @ Rp.

750,000.00 . = Rp.

750,000.00

. = Rp. 750,000.00

Upah : 1.0000 ls @ Rp.

100,000.00 . = Rp.

100,000.00

Total . = Rp. 850,000.00

15. 1 UNIT PEKERJAAN SEPTIC TANK

Bahan :

Septictank 1.0000 unit @ Rp.

1,500,000.00 . = Rp.

1,500,000.00

. = Rp. 1,500,000.00

Upah : 1.0000 ls @ Rp.

350,000.00 . = Rp.

350,000.00

Total . = Rp. 1,850,000.00

16. 1 UNIT PEKERJAAN INSTALASI SUMUR AIR BERSIH + POMPA

Bahan + Upah

Page 39: sample hitungan RAB

Instalasi sumur air bersih +

pompa 1.0000 unit @ Rp.

1,000,000.00 . = Rp.

1,000,000.00

Total . = Rp. 1,000,000.00

17. 1 UNIT PEKERJAAN INSTALASI WATER TORN

Bahan + Upah

Instalasi water torn 1.0000 unit @ Rp.

1,000,000.00 . = Rp.

1,000,000.00

Total . = Rp. 1,000,000.00

M PEKERJAAN PERKERASAN JALAN

1. 1M2 PEKERJAAN PERKERASAN JALAN DENGAN PAVING BL OK (Dengan 2 lapis pondasi)

Bahan :

Paving Blok 1.1000 m2 @ Rp. 14,000.00 . = Rp. 15,400.00

Pasir Beton 0.1200 m3 @ Rp. 50,000.00 . = Rp. 6,000.00

Sirtu 0.1200 m3 @ Rp. 30,000.00 . = Rp. 3,600.00

Pasir urug 0.1350 m3 @ Rp. 27,000.00 . = Rp. 3,645.00

Batu Belah 0.3000 m3 @ Rp. 35,000.00 . = Rp. 10,500.00

. = Rp. 39,145.00

Upah : 1.0000 m2 @ Rp. 10,725.00 . = Rp. 10,725.00

Total . = Rp. 49,870.00

2. 1M' PEKERJAAN KANSTEN (25x25x40) CM

Bahan :

Kansten 1.1000 m' @ Rp. 27,400.00 . = Rp. 30,140.00

Pasir Beton 0.0300 m3 @ Rp. 50,000.00 . = Rp. 1,500.00

Sirtu 0.0300 m3 @ Rp. 30,000.00 . = Rp. 900.00

Pasir urug 0.0297 m3 @ Rp. 27,000.00 . = Rp. 801.90

Page 40: sample hitungan RAB

Batu Belah 0.0660 m3 @ Rp. 35,000.00 . = Rp. 2,310.00

. = Rp. 35,651.90

Upah : 1.0000 m2 @ Rp. 3,431.25 . = Rp. 3,431.25

Total . = Rp. 39,083.15

O PEKERJAAN PEMBERSIHAN AKHIR PROYEK

1. 1 LS PEMBERSIHAN AKHIR PROYEK

Upah : 1.00 ls. @ Rp. 200,000.00 . = Rp. 200,000.00

DAFTAR ANALISIS

Page 41: sample hitungan RAB

HARGA SATUAN PEKERJAAN (HSP) - DENGAN OVER HEAD PROYEK : SAMPLE LOKASI : SAMPLE

A PEKERJAAN PERSIAPAN

1. MOBILISASI

Upah : 1.00 ls. @

Rp.

200,000.00 . = Rp. 200,000.00

2. 1M2 PEMBERSIHAN LOKASI PROYEK

Upah : 1.00 m2 @

Rp.

3,189.56 . = Rp. 3,189.56

3. 1 M' PEKERJAAN UITZET & BOUWPLANK

Bahan :

Papan Sengon 0.5500 Lbr @

Rp.

3,000.00 . = Rp. 1,650.00

Balok Kayu 0.0060 m3 @

Rp.

1,200,000.00 . = Rp. 7,200.00

Paku 0.0200 Kg. @

Rp.

7,000.00 . = Rp. 140.00

. = Rp. 8,990.00

Upah : 1.00 M` @

Rp.

3,986.95 . = Rp. 3,986.95

Total . = Rp. 12,976.95

4. 1 M' PEMAGARAN LOKASI PROYEK Bahan :

Zeng 1.2500 Lbr @

Rp.

8,000.00 . = Rp. 10,000.00

Balok Kayu 0.0300 m3 @

Rp.

1,200,000.00 . = Rp. 36,000.00

Paku Zeng 12.5000 bh. @

Rp.

150.00 . = Rp. 1,875.00

Paku 0.0200 Kg. @

Rp.

7,000.00 . = Rp. 140.00

. = Rp. 48,015.00

Page 42: sample hitungan RAB

Upah : 1.00 M` @

Rp.

6,644.91 . = Rp. 6,644.91

Total . = Rp. 54,659.91

5. 1 M2 PEKERJAAN DIREKSI KIT

Bahan & Upah : 1.00 M2 @

Rp.

100,000.00 . = Rp. 100,000.00

6. 1 M2 PEKERJAAN PEMBUATAN BRAK UNTUK GUDANG

Bahan & Upah : 1.00 m2 @

Rp.

100,000.00 . = Rp. 100,000.00

7. ADMINISTRASI DAN DOKUMENTASI

Bahan & Upah : 1.00 ls. @

Rp.

150,000.00 . = Rp. 150,000.00

B PEKERJAAN TANAH DAN PASIR

1. 1 M3 PEKERJAAN GALIAN TANAH BIASA

Untuk Pondasi Batu Kali

Upah : 1.0000 m3

@

Rp.

11,296.35 . = Rp.

11,296.35

Total . = Rp. 11,296.35

2. 1 M3 PEKERJAAN GALIAN TANAH s.d. -2 M

Untuk Foot Plate

Upah : 1.0000 m3

@

Rp.

13,289.82 . = Rp.

13,289.82

Total . = Rp. 13,289.82

3. 1 M3 PEKERJAAN URUGAN TANAH KEMBALI

Upah : *) 1.0000 m3

@

Rp.

5,980.42 . = Rp.

5,980.42

*). Termasuk Pemadatan Total . = Rp. 5,980.42

4. 1 M3 PEKERJAAN URUGAN

Page 43: sample hitungan RAB

TANAH

Dengan Mendatangkan Tanah dari Luar

Bahan :

Tanah Urug 1.2000 m3

@

Rp.

22,500.00 . = Rp.

27,000.00

Upah : *) 1.0000 m3

@

Rp.

8,638.38 . = Rp.

8,638.38

*). Termasuk Pemadatan Total . = Rp. 35,638.38

5. 1 M3 PEKERJAAN URUGAN PASIR

Bahan :

Pasir 1.2000 m3

@

Rp.

27,000.00 . = Rp.

32,400.00

Upah : 1.0000 m3

@

Rp.

6,578.46 . = Rp.

6,578.46

Total . = Rp. 38,978.46

6. 1 M2 PEKERJAAN URUGAN PASIR

TEBAL = 10 CM` Bahan :

Pasir 0.1200 m3

@

Rp.

27,000.00 . = Rp.

3,240.00

Upah : 1.0000 m3

@

Rp.

1,461.88 . = Rp.

1,461.88

Total . = Rp. 4,701.88

C PEKERJAAN PASANGAN & PLESTERAN

1. 1 M3 PEKERJAAN PASANGAN PONDASI BATU KALI PECAH ( 1 PC : 6 PS ) Bahan :

Batu Kali 1.2000

m3 @

Rp.

35,000.00 . = Rp.

42,000.00

Semen (pc) 3.0698

zak @

Rp.

22,000.00 . = Rp.

67,535.08

Kapur -

zak @

Rp.

4,500.00 . = Rp.

-

Pasir Pasang 0.6175 . = Rp.

Page 44: sample hitungan RAB

m3 @ Rp. 50,000.00 30,873.18

. = Rp. 140,408.26

Upah : 1.0000

m3 @

Rp.

50,002.95 . = Rp.

50,002.95

Total : . = Rp. 190,411.22

2. 1 M3 PEKERJAAN PASANGAN BATU KALI KOSONG

Bahan :

Batu Kali 1.2000

m3 @

Rp.

35,000.00 . = Rp.

42,000.00

Pasir Pasang 0.4500

m3 @

Rp.

27,000.00 . = Rp.

12,150.00

. = Rp. 54,150.00

Upah : 1.0000

m3 @

Rp.

31,895.57 . = Rp.

31,895.57

Total : . = Rp. 86,045.57

3. 1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU TRASRAM (1 PC : 3 PS)

Bahan :

Batu Bata 77.0000 bh @

Rp.

180.00 . = Rp.

13,860.00

Semen (pc) 0.6077

zak @

Rp.

22,000.00 . = Rp.

13,369.32

Kapur -

zak @

Rp.

4,500.00 . = Rp.

-

Pasir Pasang (Ayak) 0.0611

m3 @

Rp.

50,000.00 . = Rp.

3,055.84

. = Rp. 30,285.16

Upah : 1.0000

m2 @

Rp.

10,764.76 . = Rp.

10,764.76

Total . = Rp. 41,049.92

4. 1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU (1 PC : 5 PS )

Bahan :

Batu Bata 70.0000 bh @

Rp.

180.00 . = Rp.

12,600.00

Page 45: sample hitungan RAB

Semen (pc) 0.4093

zak @

Rp.

22,000.00 . = Rp.

9,004.49

Kapur -

zak @

Rp.

4,500.00 . = Rp.

-

Pasir Pasang (Ayak) 0.0686

m3 @

Rp.

50,000.00 . = Rp.

3,430.28

. = Rp. 25,034.77

Upah : 1.0000

m2 @

Rp.

9,718.18 . = Rp.

9,718.18

Total . = Rp. 34,752.95

5. 1 M' PEKERJAAN ROLLAG BATA (1 PC : 3 PS)

Bahan :

Batu Bata 14.0000 bh @

Rp.

180.00 . = Rp.

2,520.00

Semen (pc) 0.2263

zak @

Rp.

22,000.00 . = Rp.

4,978.82

Pasir Pasang (Ayak) 0.0122

m3 @

Rp.

50,000.00 . = Rp.

611.68

. = Rp. 8,110.51

Upah : 1.0000 m' @

Rp.

5,232.87 . = Rp.

5,232.87

Total . = Rp. 13,343.37

6. 1 M2 PEKERJAAN PLESTERAN (1PC : 5 PS) T = 20 M M Bahan : Semen (pc)

0.1428 zak @ Rp. 22,000.00 . = Rp. 3,142.38

Kapur - zak @ Rp. 4,500.00 . = Rp. - Pasir Pasang (Ayak)

0.0239 m3 @ Rp. 50,000.00 . = Rp. 1,197.10

. = Rp. 4,339.48 Upah :

1.0000 m2 @ Rp. 12,133.61 . = Rp. 12,133.61

Total . = Rp. 16,473.09 7. 1 M2 PEKERJAAN PLESTERAN TRASRAM (1 PC : 3 PS) T = 20 MM

Bahan : Semen (pc)

0.2121 zak @ Rp.

22,000.00 . = Rp.

4,665.62

Page 46: sample hitungan RAB

Kapur - zak @ Rp. 4,500.00 . = Rp. -

Pasir Pasang (Ayak) 0.0213

m3 @ Rp. 50,000.00

. = Rp. 1,066.43

. = Rp. 5,732.05

Upah : 1.0000

m2 @ Rp. 12,133.61

. = Rp. 12,133.61

Total . = Rp. 17,865.65

8. 1 M2 PEKERJAAN PLESTERAN UNTUK BETON (1 PC : 3 PS) T = 6 MM

Bahan : Semen (pc)

0.0943 zak @ Rp.

22,000.00 . = Rp.

2,073.61 Kapur - zak @ Rp. 4,500.00 . = Rp.

- Pasir Pasang (Ayak)

0.0095 m3 @ Rp.

50,000.00 . = Rp.

473.97 . = Rp.

2,547.58 Upah :

1.0000 m2 @ Rp.

12,133.61 . = Rp.

12,133.61 Total . = Rp.

14,681.18

9. 1 M' PEKERJAAN SPONENGAN SUDUT ( 1 PC : 2 PS )

Bahan : Semen (pc)

0.0249 zak @ Rp.

22,000.00 . = Rp.

547.39 Kapur (Mill) - zak @ Rp. 4,500.00 . = Rp.

- Pasir Pasang (Ayak)

0.0017 m3 @ Rp.

50,000.00 . = Rp.

83.41 . = Rp.

630.81 Upah :

1.0000 m2 @ Rp. 3,654.70 . = Rp.

3,654.70 Total . = Rp.

4,285.51

10. 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE A

Page 47: sample hitungan RAB

Bahan : Semen (pc)

0.0071 zak @ Rp.

22,000.00 . = Rp.

157.12 Pasir Pasang (Ayak)

0.0012 m3 @ Rp.

50,000.00 . = Rp.

59.85 . = Rp.

216.97 Upah :

1.0000 m2 @ Rp.

10,964.10 . = Rp.

10,964.10 Tota l . = Rp.

11,181.08

11. 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE B Bahan : Semen (pc)

0.0114 zak @ Rp.

22,000.00 . = Rp.

251.39 Pasir Pasang (Ayak)

0.0019 m3 @ Rp.

50,000.00 . = Rp.

95.77 . = Rp.

347.16 Upah :

1.0000 m2 @ Rp.

10,964.10 . = Rp.

10,964.10 Total . = Rp.

11,311.26 12. 1 M2 PEKERJAAN LANTAI KERJA ( 1PC : 4 PS) TEBAL 30 MM

Bahan : Semen (pc)

0.3414 zak @ Rp.

22,000.00 . = Rp.

7,510.84 Pasir Pasang (Ayak)

0.0458 m3 @ Rp.

50,000.00 . = Rp.

2,289.02 . = Rp.

9,799.86 Upah :

1.0000 m2 @ Rp. 4,385.64 . = Rp.

4,385.64 Total . = Rp.

14,185.50

13. 1 M2 PEKERJAAN LANTAI KERJA ( 1 PC : 3 PS : 5 KR) TEBAL 50 MM Bahan : Semen (pc)

0.3047 zak @ Rp.

22,000.00 . = Rp.

6,702.65 Pasir

0.0292 m3 @ Rp.

50,000.00 . = Rp.

1,462.40

Page 48: sample hitungan RAB

Krikil 0.0266

m3 @ Rp. 50,000.00

. = Rp. 1,327.76

. = Rp. 9,492.80

Upah : 1.0000

m2 @ Rp. 7,601.78 . = Rp. 7,601.78

Total . = Rp. 17,094.58

E PEKERJAAN PENUTUP LANTAI DAN DINDING

1. 1M2 PEKERJAAN PASANGAN KERAMIK LANTAI 30/30

Bahan : Keramik Lantai

1.1000 m2 @ Rp.

30,000.00 . = Rp.

33,000.00 Semen (pc)

0.1730 zak @ Rp.

22,000.00 . = Rp.

3,805.49 Pasir

0.0206 m3 @ Rp.

50,000.00 . = Rp.

1,030.06 Semen Grouting

0.1833 m3 @ Rp. 7,500.00 . = Rp.

1,375.00 . = Rp.

39,210.55 Upah :

1.0000 m2 @ Rp.

12,293.08 . = Rp.

12,293.08 Total . = Rp.

51,503.63

2. 1M2 PEKERJAAN PASANGAN KERAMIK KM/ WC 20X20 CM Bahan : Keramik Serit

1.1000 m2 @ Rp.

35,000.00 . = Rp.

38,500.00 Semen (pc)

0.1730 zak @ Rp.

22,000.00 . = Rp.

3,805.49 Pasir

0.0206 m3 @ Rp.

50,000.00 . = Rp.

1,030.06 Semen Grouting

0.1833 m3 @ Rp. 7,500.00 . = Rp.

1,375.00 . = Rp.

44,710.55 Upah :

1.0000 m2 @ Rp.

12,293.08 . = Rp.

12,293.08 Total . = Rp.

57,003.63

Page 49: sample hitungan RAB

3. 1M2 PEKERJAAN PASANGAN KERAMIK DINDING ASIA 20X25 Bahan : Keramik Dinding

1.1000 m2 @ Rp.

33,000.00 . = Rp.

36,300.00 Semen (pc)

0.1297 zak @ Rp.

22,000.00 . = Rp.

2,854.12 Pasir

0.0155 m3 @ Rp.

50,000.00 . = Rp.

772.54 Semen Grouting

0.1833 m3 @ Rp. 7,500.00 . = Rp.

1,375.00 . = Rp.

41,301.66 Upah :

1.0000 m2 @ Rp.

39,869.46 . = Rp.

39,869.46 Total . = Rp.

81,171.13

4. 1M' PEKERJAAN PASANGAN KERAMIK PLINT T = 12 CM

Bahan : Keramik Dinding

0.1667 m2 @ Rp.

30,000.00 . = Rp.

5,001.00 Semen (pc)

0.0156 zak @ Rp.

22,000.00 . = Rp.

342.49 Pasir

0.0019 m3 @ Rp.

50,000.00 . = Rp.

92.71 Semen Grouting

0.0220 m3 @ Rp. 7,500.00 . = Rp.

165.00 . = Rp.

5,601.20 Upah :

1.0000 m2 @ Rp. 9,037.08 . = Rp.

9,037.08 Total . = Rp.

14,638.28

5. 1 BH PEKERJAAN PASANGAN KERAMIK ASSESORIES (8 X 20 ) CM Bahan : Keramik Assesories

1.1000 bh @ Rp. 4,000.00 . = Rp.

4,400.00 Semen (pc)

0.0021 zak @ Rp.

22,000.00 . = Rp.

45.67 Pasir

0.0002 m3 @ Rp.

50,000.00 . = Rp.

12.36

Page 50: sample hitungan RAB

Semen Grouting 0.0029

m3 @ Rp. 7,500.00 . = Rp. 22.00

. = Rp. 4,480.03

Upah : 1.0000

m2 @ Rp. 1,328.98 . = Rp. 1,328.98

Total . = Rp. 5,809.01

6. 1M2 PEKERJAAN BATU ALAM PADA DINDING

Bahan :

Batu Alam 1.1200 m2 @

Rp.

65,000.00 . = Rp.

72,800.00

Semen (pc) 0.1297 zak @

Rp.

22,000.00 . = Rp. 2,854.12

Pasir 0.0155 m3 @

Rp.

50,000.00 . = Rp. 772.54

. = Rp. 76,426.66

Upah : 1.0000 m2 @

Rp.

59,804.19 . = Rp.

59,804.19

Total . = Rp. 136,230.86

7. 1M2 PEKERJAAN BATU ALAM SUSUN SIRIH PADA PILAR Bahan :

Batu Belah 275.0000 bh @

Rp.

500.00 . = Rp.

137,500.00

Semen (pc) 0.1297 zak @

Rp.

22,000.00 . = Rp. 2,854.12

Pasir 0.0155 m3 @

Rp.

50,000.00 . = Rp. 772.54

. = Rp. 141,126.66

Upah : 1.0000 m2 @

Rp.

39,869.46 . = Rp.

39,869.46

Total . = Rp. 180,996.13

G PEKERJAAN RANGKA ATAP & PLAFOND

1. 1 M2 PEKERJAAN USUK 5/7 KY. BANGKIRAI RENG 2/3 KY. KRUING

(Jarak Usuk 40; Jarak Reng 36 cm)

Bahan :

Page 51: sample hitungan RAB

Balok Kayu 0.0092 m3

@

Rp.

2,800,000.00 . = Rp.

25,872.00

Reng Kayu 0.0045 Kg

@

Rp.

1,800,000.00 . = Rp.

8,188.71

Paku 0.2000 Kg

@

Rp.

7,000.00 . = Rp.

1,400.00

. = Rp. 35,460.71

Upah : 1.0000 M2

@

Rp.

5,315.93 . = Rp.

5,315.93

Total : . = Rp. 40,776.64

2. 1 M2 PEKERJAAN USUK 5/7 KY. BANGKIRAI RENG 2/3 KY. KRUING

(Jarak Usuk 45 cm; Jarak Reng 35 cm) Bahan :

Balok Kayu 0.0092 m3

@

Rp.

2,800,000.00 . = Rp.

25,872.00

Reng Kayu 0.0064 Kg

@

Rp.

1,800,000.00 . = Rp.

11,583.00

Paku 0.2000 Kg

@

Rp.

7,000.00 . = Rp.

1,400.00

. = Rp. 38,855.00

Upah : 1.0000 M2

@

Rp.

5,315.93 . = Rp.

5,315.93

Total : . = Rp. 44,170.93

3. 1 M3 PEKERJAAN GORDING, NOG, JURAI, MURPLATE. KAYU BANGKIRAI 8/12

Bahan :

Balok Kayu 1.1000 m3

@

Rp.

2,800,000.00 . = Rp.

3,080,000.00

Baut 50.0833 bh

@

Rp.

1,500.00 . = Rp.

75,125.00

. = Rp. 3,155,125.00

Upah : 1.0000 m3

@

Rp.

571,462.31 . = Rp.

571,462.31

Total : . = Rp. 3,726,587.31

Page 52: sample hitungan RAB

4. 1 M` PEKERJAAN PAPAN RUITER KAYU BANGKIRAI 2/20

Bahan :

Papan Kayu 0.0044 m3

@

Rp.

3,000,000.00 . = Rp.

13,200.00

Paku 0.0200 bh

@

Rp.

7,000.00 . = Rp.

140.00

. = Rp. 13,340.00

Upah : 1.0000 m`

@

Rp.

1,993.47 . = Rp.

1,993.47

Total : . = Rp. 15,333.47

5. 1 M` PEKERJAAN PAPAN LISJPLANK TUNGGAL KAYU BANGKIRAI 2/25

Bahan :

Papan Kayu 0.0055 m3

@

Rp.

3,000,000.00 . = Rp.

16,500.00

Paku 0.0200 bh

@

Rp.

7,000.00 . = Rp.

140.00

. = Rp. 16,640.00

Upah : 1.0000 m`

@

Rp.

9,635.12 . = Rp.

9,635.12

Total : . = Rp. 26,275.12

6. 1 M` PEKERJAAN PAPAN LISJPLANK DOUBLE KAYU BANGKIR AI 2/20; 2/25

Bahan :

Papan Kayu 0.0110 m3

@

Rp.

3,000,000.00 . = Rp.

33,000.00

Paku 0.0400 bh

@

Rp.

7,000.00 . = Rp.

280.00

. = Rp. 33,280.00

Upah : 1.0000 m`

@

Rp.

19,270.24 . = Rp.

19,270.24

Total : . = Rp. 52,550.24

7. 1M' PEKERJAAN TALANG ZENG; PAPAN KAYU

Page 53: sample hitungan RAB

MERANTI Bahan :

Seng BJLS 30 1.1000 m'

@

Rp.

24,000.00 . = Rp.

26,400.00

Papan Kayu Meranti 0.0176 m3

@

Rp.

1,400,000.00 . = Rp.

24,640.00

Paku Seng (Payung) 10.0000

buah

@

Rp.

150.00 . = Rp.

1,500.00

Paku 0.0200 kg

@

Rp.

7,000.00 . = Rp.

140.00

. = Rp. 52,680.00

Upah : 1.0000 m'

@

Rp.

10,299.61 . = Rp.

10,299.61

Total . = Rp. 62,979.61

8. 1 M' PEKERJAAN WENVIR DENGAN SENG

Bahan :

Seng 1.1000 m' @

Rp.

8,000.00 . = Rp.

8,800.00

Papan Kayu Meranti 0.0026 m3 @

Rp.

1,400,000.00 . = Rp.

3,640.00

Paku 0.0200 kg @

Rp.

7,000.00 . = Rp.

140.00

. = Rp. 12,580.00

Upah : 1.0000 m' @

Rp.

6,644.91 . = Rp.

6,644.91

Total . = Rp. 19,224.91

9. 1 M2 PEKERJAAN RANGKA PLAFOND KY KRUING - PENUTUP GYPSUM

Rangka = 60 x 60 CM Bahan :

Gypsum 0.3819 m3

@

Rp.

35,000.00 . = Rp.

13,368.06

Balok Kayu 0.0136 m3

@

Rp.

1,800,000.00 . = Rp.

24,552.00

Paku 0.2000 Kg

@

Rp.

7,000.00 . = Rp.

1,400.00

Paku Plepet Kg . = Rp.

Page 54: sample hitungan RAB

0.0200 @ Rp. 8,000.00 160.00

. = Rp. 39,480.06

Upah : 1.0000 m2

@

Rp.

17,276.77 . = Rp.

17,276.77

Total : . = Rp. 56,756.82

10. 1 M2 PEKERJAAN RANGKA PLAFOND - PENUTUP CALSIBOARD

Rangka = 100 x 100 CM

Bahan :

Calsiboard 0.3819 m3

@

Rp.

30,000.00 . = Rp.

11,458.33

Balok Kayu 0.0092 m3

@

Rp.

1,800,000.00 . = Rp.

16,632.00

Paku 0.2000 Kg

@

Rp.

7,000.00 . = Rp.

1,400.00

Paku Plepet 0.0200 Kg

@

Rp.

8,000.00 . = Rp.

160.00

. = Rp. 29,650.33

Upah : 1.0000 m2

@

Rp.

9,568.67 . = Rp.

9,568.67

Total : . = Rp. 39,219.00

11. 1 M' PEKERJAAN LIS GYPSIUM LEBAR : 10 CM Bahan dan Upah :

Lis Gypsium L=10 cm 1.0000 m3

m'

Rp.

8,000.00 . = Rp.

8,000.00

Total : . = Rp. 8,000.00

H PEKERJAAN PENUTUP ATAP

1. 1 M2 PEKERJAAN PENUTUP ATAP GENTENG KERAMIK S OKKA TYPE MORANDO SE Bahan :

Genteng Keramik 9.9000 bh @

Rp. 2,100.00 . = Rp.

20,790.00

. = Rp. 20,790.00

Page 55: sample hitungan RAB

Upah : 1.0000

m2 @

Rp. 9,369.32 . = Rp.

9,369.32

Total : . = Rp. 30,159.32

2. 1 M' PEKERJAAN KERPUS GENTENG KERAMIK SOKKA

Bahan :

Genteng Kerpus 3.3000

m3 @

Rp. 4,000.00 . = Rp.

13,200.00

Semen 0.2601

m3 @

Rp. 22,000.00 . = Rp.

5,722.54

Pasir 0.0366

Kg @

Rp. 50,000.00 . = Rp.

1,831.21

. = Rp. 20,753.76

Upah : 1.0000

m2 @

Rp. 22,642.53 . = Rp.

22,642.53

Total : . = Rp. 43,396.29

F PEKERJAAN KUSEN DAN DAUN PINTU JENDELA 1. 1 M3 PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan :

Balok Kayu 1.1000 m3 @ Rp. 6,000,000.00 . = Rp. 6,600,000.00

Paku 5.0000 Kg @ Rp. 7,000.00 . = Rp. 35,000.00

. = Rp. 6,635,000.00

Upah : 1.0000 m3 @ Rp. 2,299,139.05 . = Rp. 2,299,139.05

Total : . = Rp. 8,934,139.05 2. 1 M' PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12

Bahan :

Balok Kayu 0.0087 m3 @ Rp. 6,000,000.00 . = Rp. 52,272.00

Paku 0.0360 Kg @ Rp. 7,000.00 . = Rp. 252.00

. = Rp. 52,524.00

Upah : 1.0000 m' @ Rp. 16,553.80 . = Rp. 16,553.80

Total : . = Rp. 69,077.80

Page 56: sample hitungan RAB

3. 1 M3 PEKERJAAN KREPYAK KAYU JATI UNTUK KUSEN

Bahan :

Papan Kayu 1.1000 m3 @ Rp. 8,000,000.00 . = Rp. 8,800,000.00

Paku 5.0000 Kg @ Rp. 7,000.00 . = Rp. 35,000.00

. = Rp. 8,835,000.00

Upah : 1.0000 m3 @ Rp. 2,152,951.02 . = Rp. 2,152,951.02

Total : . = Rp. 10,987,951.02

4. 1 BH DAUN PINTU PANIL 3,5 X 82 X 200 CM

Bahan :

Papan Kayu 0.0631 m3 @ Rp. 8,000,000.00 . = Rp. 504,800.00

Lem 0.1500 Kg @ Rp. 8,000.00 . = Rp. 1,200.00

. = Rp. 506,000.00

Upah : 1.0000 bh @ Rp. 245,516.15 . = Rp. 245,516.15

Total : . = Rp. 751,516.15

5. 1 BH DAUN PINTU PANIL 3 X 74 X 200 CM

Bahan :

Papan Kayu 0.0488 m3 @ Rp. 8,000,000.00 . = Rp. 390,400.00

Lem 0.1500 Kg @ Rp. 8,000.00 . = Rp. 1,200.00

. = Rp. 391,600.00

Upah : 1.0000 bh @ Rp. 237,914.38 . = Rp. 237,914.38

Total : . = Rp. 629,514.38

6. 1 BH DAUN PINTU PANIL 3 X 61 X 200 CM

Bahan :

Papan Kayu 0.0403 m3 @ Rp. 8,000,000.00 . = Rp. 322,400.00

Lem 0.1500 Kg @ Rp. 8,000.00 . = Rp. 1,200.00

Page 57: sample hitungan RAB

. = Rp. 323,600.00

Upah : 1.0000 bh @ Rp. 233,395.84 . = Rp. 233,395.84

Total : . = Rp. 556,995.84 7. 1 BH DAUN JENDELA 52 X 150 CM; KAYU JATI POLIT UR

Bahan :

Ram Kayu 3,5 cm 0.0156 m3 @ Rp. 8,000,000.00 . = Rp. 124,800.00

Kaca Bening 5 mm 0.4725 m2 @ Rp. 60,000.00 . = Rp. 28,350.00

. = Rp. 153,150.00

Upah : 1.0000 bh @ Rp. 93,028.75 . = Rp. 93,028.75

Total : . = Rp. 246,178.75

8. 1 BH DAUN JENDELA 62 X 116 CM; KAYU JATI POLI TUR

Bahan :

Ram Kayu 3,5 cm 0.0137 m3 @ Rp. 8,000,000.00 . = Rp. 109,600.00

Kaca Bening 5 mm 0.4500 m2 @ Rp. 60,000.00 . = Rp. 27,000.00

. = Rp. 136,600.00

Upah : 1.0000 bh @ Rp. 93,028.75 . = Rp. 93,028.75

Total : . = Rp. 229,628.75

9. 1 BH DAUN JENDELA 62 X 166 CM; KAYU JATI POLI TUR

Bahan :

Ram Kayu 3,5 cm 0.0176 m3 @ Rp. 8,000,000.00 . = Rp. 140,800.00

Kaca Bening 5 mm 0.6750 m2 @ Rp. 60,000.00 . = Rp. 40,500.00

. = Rp. 181,300.00

Upah : 1.0000 bh @ Rp. 93,028.75 . = Rp. 93,028.75

Total : . = Rp. 274,328.75

10. 1 BH ROSTER KAYU 30 X 40 CM

Page 58: sample hitungan RAB

Bahan :

Roster Kayu 1.0000 bh @ Rp. 45,000.00 . = Rp. 45,000.00

. = Rp. 45,000.00

Upah : 1.0000 bh @ Rp. 1,328.98 . = Rp. 1,328.98

Total : . = Rp. 46,328.98

11. 1 M2 PEKERJAAN KACA ES UNTUK BOVEN

Bahan dan Upah :

Kaca Es 5mm 1.0000 m2 @ Rp. 70,000.00 . = Rp. 70,000.00

Lis Kayu 4.0000 m' @ Rp. 3,000.00 . = Rp. 12,000.00

Total : . = Rp. 82,000.00

J PEKERJAAN CAT DAN POLITUR 1. 1 M2 PENGECATAN KAYU BARU Bahan :

Cat Kayu 0.2750 Kg @ Rp. 33,000.00 . = Rp. 9,075.00

Plamur Kayu 0.1375 Kg @ Rp. 9,700.00 . = Rp. 1,333.75

Dempul Jadi 0.5000 bh @ Rp. 1,000.00 . = Rp. 500.00

Thiner 0.2500 ltr @ Rp. 4,500.00 . = Rp. 1,125.00

Amplas 1.0000 lbr @ Rp. 1,250.00 . = Rp. 1,250.00

. = Rp. 13,283.75

Upah : 1.0000 bh @ Rp. 17,223.61 . = Rp. 17,223.61

Total : . = Rp. 30,507.36 2. 1M2 PEKERJAAN MENI BIDANG KAYU BARU

Bahan :

Menie Jadi 0.2750 kg @ Rp. 6,000.00 . = Rp. 1,650.00

. = Rp. 1,650.00 Upah : 1.0000 m2 @ Rp. . = Rp. 4,239.45

Page 59: sample hitungan RAB

4,239.45 Total . = Rp. 5,889.45

3. 1M2 PEKERJAAN PENGECATAN KAYU BARU

Bahan dan Upah:

Cat-catan 1.0000 m2 @ Rp. 30,507.36 . = Rp. 30,507.36

Menie 1.0000 m2 @ Rp. 5,889.45 . = Rp. 5,889.45

Total . = Rp. 36,396.81 4. 1M2 PEKERJAAN PENGECATAN TEMBOK DGN CAT CATYLAC

(Untuk Dinding dan Plafon)

Bahan :

Cat Tembok Catylac 0.1830 kg @ Rp. 10,000.00 . = Rp. 1,830.00

Plamur Jadi 0.0460 kg @ Rp. 5,800.00 . = Rp. 266.80

Amplas 0.2500 lbr @ Rp. 1,250.00 . = Rp. 312.50

. = Rp. 2,409.30

Upah : 1.0000 m2 @ Rp. 6,441.41 . = Rp. 6,441.41

Total . = Rp. 8,850.71

5. 1M2 PEKERJAAN POLITUR UNTUK KUSEN DAN DAUN PINTU D AN JENDELA Bahan :

Sirlak 0.0275 kg @ Rp. 60,000.00 . = Rp. 1,650.00

Spirtus 0.5500 kg @ Rp. 6,000.00 . = Rp. 3,300.00

Batu Apung 0.3667 kg @ Rp. 4,000.00 . = Rp. 1,466.80

. = Rp. 6,416.80

Upah : 1.0000 m2 @ Rp. 24,669.23 . = Rp. 24,669.23

Total . = Rp. 31,086.03

D PEKERJAAN BETON BERTULANG 1. 1M3 PEKERJAAN COR BETON UNTUK SLOOF, SKELET DAN RI NG BALOK; DGN MOLEN

Bahan : Semen (pc) 8.5150 zak Rp. . = Rp. 187,329.70

Page 60: sample hitungan RAB

@ 22,000.00

Pasir Beton 0.5450 m3 @ Rp.

50,000.00 . = Rp. 27,247.96

Kerikil 0.8174 m3 @ Rp.

50,000.00 . = Rp. 40,871.93

. = Rp. 255,449.59

Upah : 1.0000 m3 @ Rp.

62,794.40 . = Rp. 62,794.40

Total . = Rp. 318,244.00 2. 1Kg. PEMBESIAN U-24

(Alat Gunting) Bahan :

Besi Beton 1.1000 kg @ Rp.

4,500.00 . = Rp. 4,950.00

Bendrat (kawat beton) 0.0200 kg @ Rp.

8,000.00 . = Rp. 160.00

. = Rp. 5,110.00

Upah : 1.0000 m3 @ Rp.

569.97 . = Rp. 569.97

Total . = Rp. 5,679.97 3. 1M2 PEKERJAAN BEKESTING UNTUK SKELET, SLOOF DAN RI NG BALOK

DENGAN PAPAN SENGON

Bahan :

Papan sengon 2.7500 lbr @ Rp.

3,000.00 . = Rp. 8,250.00

Paku 0.2000 kg @ Rp.

7,000.00 . = Rp. 1,400.00

. = Rp. 9,650.00

Upah : 1.0000 m2 @ Rp.

2,325.72 . = Rp. 2,325.72

Total . = Rp. 11,975.72

4. 1 LS PERANCAH BETON DARI BAMBU UNTUK 1M3 PLAT TEBA L 12 CM

Rangka (0,6 x 0,6) m. Bahan :

Balok Kayu/ Bambu 55.0000 btg @ Rp.

4,500.00 . = Rp. 247,500.00

Paku 1.6600 kg @ Rp.

7,000.00 . = Rp. 11,620.00

. = Rp. 259,120.00

Upah : 1.0000 ls @ Rp.

33,211.26 . = Rp. 33,211.26

Page 61: sample hitungan RAB

Total . = Rp. 292,331.26

5. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SLOO F 15/20

(1pc : 2ps : 3 Kr) Bahan dan Upah :

Beton 1.0000 m3 @ Rp.

318,244.00 . = Rp. 318,244.00

Besi Beton U-24 100.0000 kg @ Rp.

5,679.97 . = Rp. 567,996.72

Bekesting 5.0000 m2 @ Rp.

11,975.72 . = Rp. 59,878.59

Total . = Rp. 946,119.31 6. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SKEL ET 15/15

(1pc : 2ps : 3 Kr) Bahan dan Upah :

Beton 1.0000 m3 @ Rp.

318,244.00 . = Rp. 318,244.00

Besi Beton U-24 120.0000 kg @ Rp.

5,679.97 . = Rp. 681,596.06

Bekesting 5.0000 m2 @ Rp.

11,975.72 . = Rp. 59,878.59

Total . = Rp. 1,059,718.65 7. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK BALO K RING 15/15

(1pc : 2ps : 3 Kr) Bahan dan Upah :

Beton 1.0000 m3 @ Rp.

318,244.00 . = Rp. 318,244.00

Besi Beton U-24 120.0000 kg @ Rp.

5,679.97 . = Rp. 681,596.06

Bekesting 5.0000 m2 @ Rp.

11,975.72 . = Rp. 59,878.59

Total . = Rp. 1,059,718.65 8. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK CANO PY

(1pc : 2ps : 3 Kr) Bahan dan Upah :

Beton 1.0000 m3 @ Rp.

318,244.00 . = Rp. 318,244.00

Besi Beton U-24 125.0000 kg @ Rp.

5,679.97 . = Rp. 709,995.90

Bekesting 5.0000 m2 Rp. . = Rp. 59,878.59

Page 62: sample hitungan RAB

@ 11,975.72

Perancah Bambu 0.5000 ls @ Rp.

292,331.26 . = Rp. 146,165.63

Total . = Rp. 1,234,284.12

M PEKERJAAN SANITASI DAN DRAINASI

1. 1 M' PEKERJAAN INSTALASI AIR BERSIH

Bahan :

Pipa PVC 3/4" 0.2750 btg @ Rp. 14,000.00 . = Rp. 3,850.00

Sock 0.2750 bh @ Rp. 2,000.00 . = Rp. 550.00

Knee 0.1875 bh @ Rp. 2,000.00 . = Rp. 375.00

Lem PC 0.2000 tube @ Rp. 3,500.00 . = Rp. 700.00

. = Rp. 5,475.00

Upah : 1.0000 m' @ Rp. 3,322.46 . = Rp. 3,322.46

Total . = Rp. 8,797.46

2. 1 M' PEKERJAAN INSTALASI AIR KOTOR

Bahan :

Pipa PVC 3" 0.2750 btg @ Rp. 85,000.00 . = Rp. 23,375.00

Sock 0.2750 bh @ Rp. 5,000.00 . = Rp. 1,375.00

Knee 0.1875 bh @ Rp. 7,800.00 . = Rp. 1,462.50

Lem PC 0.2000 tube @ Rp. 3,500.00 . = Rp. 700.00

. = Rp. 26,912.50

Upah : 1.0000 m' @ Rp. 6,644.91 . = Rp. 6,644.91

Total . = Rp. 33,557.41

3. 1 UNIT PEKERJAAN PASANG CLOSET DUDUK

Bahan :

Closet Duduk 1.0000 set @ Rp. 1,000,000.00 . = Rp. 1,000,000.00

. = Rp. 1,000,000.00

Page 63: sample hitungan RAB

Upah : 1.0000 unit @ Rp. 96,484.10 . = Rp. 96,484.10

Total . = Rp. 1,096,484.10 4. 1 UNIT PEKERJAAN PASANG CLOSET JONGKOK Bahan :

Closet Jongkok 1.0000 bh @ Rp. 74,500.00 . = Rp. 74,500.00

Dudukan closet 1.0000 ls @ Rp. 25,000.00 . = Rp. 25,000.00

. = Rp. 99,500.00

Upah : 1.0000 unit @ Rp. 48,242.05 . = Rp. 48,242.05

Total . = Rp. 147,742.05

5. 1 UNIT PEKERJAAN PASANG WASHTAFEL Bahan :

Washtafel 1.0000 set @ Rp. 200,000.00 . = Rp. 200,000.00

. = Rp. 200,000.00

Upah : 1.0000 unit @ Rp. 96,484.10 . = Rp. 96,484.10

Total . = Rp. 296,484.10

6. 1 UNIT PEKERJAAN PASANG WALL SHOWER

Bahan :

Wallshower 1.0000 set @ Rp. 50,000.00 . = Rp. 50,000.00

. = Rp. 50,000.00

Upah : 1.0000 unit @ Rp. 21,125.00 . = Rp. 21,125.00

Total . = Rp. 71,125.00 7. 1 BH PEKERJAAN PASANG FLOOR DRAIN Bahan :

Floordrain 1.0000 bh @

Rp.

10,000.00 . = Rp. 10,000.00

. = Rp. 10,000.00

Upah : 1.0000 unit @

Rp.

11,960.84 . = Rp. 11,960.84

Total . = Rp. 21,960.84 8. 1 BH PEKERJAAN PASANG AVOR (KURASAN

Page 64: sample hitungan RAB

BAK) Bahan :

Avor 1.0000 bh @

Rp.

5,000.00 . = Rp. 5,000.00

. = Rp. 5,000.00

Upah : 1.0000 unit @

Rp.

11,960.84 . = Rp. 11,960.84

Total . = Rp. 16,960.84

9. 1 BH PEKERJAAN KERAN AIR

Bahan :

Keran Air (rata-rata) 1.0000 bh @

Rp.

15,000.00 . = Rp. 15,000.00

Knee 1.0000 bh @

Rp.

2,500.00 . = Rp. 2,500.00

Isolasi 1.0000 bh @

Rp.

1,000.00 . = Rp. 1,000.00

. = Rp. 18,500.00

Upah : 1.0000 m' @

Rp.

4,784.34 . = Rp. 4,784.34

Total . = Rp. 23,284.34

10. 1 BH PEKERJAAN KERAN AIR UNTUK DAPUR

Bahan :

Keran Air (rata-rata) 1.0000 bh @

Rp.

25,000.00 . = Rp. 25,000.00

Knee 1.0000 bh @

Rp.

2,500.00 . = Rp. 2,500.00

Isolasi 1.0000 bh @

Rp.

1,000.00 . = Rp. 1,000.00

. = Rp. 28,500.00

Upah : 1.0000 m' @

Rp.

4,784.34 . = Rp. 4,784.34

Total . = Rp. 33,284.34

11. 1 BH PEKERJAAN PASANG SOAP HOLDER TANAM

Bahan :

Soap Holder 1.0000 bh @

Rp.

25,000.00 . = Rp. 25,000.00

. = Rp. 25,000.00

Page 65: sample hitungan RAB

Upah : 1.0000 bh @

Rp.

20,100.85 . = Rp. 20,100.85

Total . = Rp. 45,100.85

12. 1 UNIT PEKERJAAN PASANG BATH UP

Bahan :

Bath Up 1.0000 set @

Rp.

1,250,000.00 . = Rp. 1,250,000.00

. = Rp. 1,250,000.00

Upah : 1.0000 unit @

Rp.

124,592.07 . = Rp. 124,592.07

Total . = Rp. 1,374,592.07

13. 1 UNIT PEKERJAAN BIKIN BAK KONTROL

Bahan :

Bak Kontrol 1.0000 unit @

Rp.

200,000.00 . = Rp. 200,000.00

. = Rp. 200,000.00

Upah : 1.0000 ls @

Rp.

73,125.00 . = Rp. 73,125.00

Total . = Rp. 273,125.00 14. 1 UNIT PEKERJAAN SUMUR RESAPAN DENGAN BUIS BETON

Bahan :

Sumur Resapan 1.0000 unit @

Rp.

750,000.00 . = Rp. 750,000.00

. = Rp. 750,000.00

Upah : 1.0000 ls @

Rp.

132,898.21 . = Rp. 132,898.21

Total . = Rp. 882,898.21 15. 1 UNIT PEKERJAAN SEPTIC TANK

Bahan :

Septic tank 1.0000 unit @

Rp.

1,500,000.00 . = Rp. 1,500,000.00

. = Rp. 1,500,000.00

Upah : 1.0000 ls @

Rp.

465,143.74 . = Rp. 465,143.74

Total . = Rp. 1,965,143.74

Page 66: sample hitungan RAB

16. 1 UNIT PEKERJAAN INSTALASI SUMUR AIR BERSIH + POMP A

Bahan + Upah

Instalasi sumur air bersih +

pompa 1.0000 unit @

Rp.

1,000,000.00 . = Rp. 1,000,000.00

Total . = Rp. 1,000,000.00

17. 1 UNIT PEKERJAAN INSTALASI WATER TORN

Bahan + Upah

Instalasi water torn 1.0000 unit @

Rp.

1,000,000.00 . = Rp. 1,000,000.00

Total . = Rp. 1,000,000.00

M PEKERJAAN PERKERASAN JALAN 1. 1M2 PEKERJAAN PERKERASAN JALAN DENGAN PAVING BL OCK

(Dengan 2 lapis pondasi) Bahan :

Paving Blok 1.1000 m2 @ Rp. 14,000.00 . = Rp.

15,400.00

Pasir Beton 0.1200 m3 @ Rp. 50,000.00 . = Rp.

6,000.00

Sirtu 0.1200 m3 @ Rp. 30,000.00 . = Rp.

3,600.00

Pasir urug 0.1350 m3 @ Rp. 27,000.00 . = Rp.

3,645.00

Batu Belah 0.3000 m3 @ Rp. 35,000.00 . = Rp.

10,500.00

. = Rp. 39,145.00

Upah : 1.0000 m2 @ Rp. 14,253.33 . = Rp.

14,253.33

Total . = Rp. 53,398.33

2. 1M' PEKERJAAN KANSTEN (25x25x40) CM

Bahan :

Kansten 1.1000 m' @ Rp. 27,400.00 . = Rp.

30,140.00

Pasir Beton 0.0300 m3 @ Rp. 50,000.00 . = Rp.

1,500.00

Sirtu 0.0300 m3 @ Rp. 30,000.00 . = Rp.

900.00

Page 67: sample hitungan RAB

Pasir urug 0.0297 m3 @ Rp. 27,000.00 . = Rp.

801.90

Batu Belah 0.0660 m3 @ Rp. 35,000.00 . = Rp.

2,310.00

. = Rp. 35,651.90

Upah : 1.0000 m2 @ Rp. 4,560.07 . = Rp.

4,560.07

Total . = Rp. 40,211.97

O PEKERJAAN PEMBERSIHAN AKHIR PROYEK

1. 1 LS PEMBERSIHAN AKHIR PROYEK

Upah : 1.00 ls. @ Rp. 200,000.00 . = Rp.

200,000.00

Analisa Harga satuan pekerjaan menggunakan metode Modern Yang Dikembangkan oleh Pelatihan Jasa Konstruksi Sensa Yogyakarta (metode modern merupakan standar yang berlaku untuk seluruh dunia)

Page 68: sample hitungan RAB

RENCANA ANGGARAN BIAYA (RAB) - TANPA OVER HEAD

PROYEK : sample LOKASI : sample

SAT.

Harga Satuan

Pekerjaan JUMLAH

TOTAL BOBOT

PEKJ. Bahan Upah Bahan Upah ( Rp) ( % ) No. URAIAN PEKERJAAN

VOLUME

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

A Pekerjaan Persiapan

1 Mobilisasi ls.

1.0000 200,000.00 -

200,000.00

200,000.00

0.1904

2 Direksikit (2,5x2,5) m m2

6.2500 100,000.00

625,000.00 -

625,000.00

0.5951

3 Gudang (4x3) m m2

12.0000 100,000.00

1,200,000.00 -

1,200,000.00

1.1426

4 Pemagaran Proyek m'

26.0000 48,015.00

5,000.00

1,248,390.00

130,000.00

1,378,390.00

1.3125

5 Unizet & Bouwplank m'

40.8000 8,990.00

3,000.00

366,792.00

122,400.00

489,192.00

0.4658

6 Dokumentasi ls.

1.0000 150,000.00

150,000.00 -

150,000.00

0.1428

4,042,582.00

3.8493

B Pekerjaan Tanah dan Pasir

1 Galian Tanah u/ Pondasi m3 52.4711

8,500.00 -

446,004.35

446,004.35

0.4247

2 Urugan Tanah Kembali m3 27.5767

4,500.00 -

124,095.15

124,095.15

0.1182

3 Urugan Tanah untuk Leveling Lantai m3 1.9256

27,000.00

6,500.00

51,991.20

12,516.40

64,507.60

0.0614

4 Urugan Pasir Bawah Pondasi dan Lantai m3 2.3490

32,400.00

4,950.00

76,107.60

11,627.55

87,735.15

0.0835

722,342.25

0.6878

C Pekerjaan Pasangan & Plesteran

1 Pasangan Batu Kali Pecah (1 pc. : 6 ps.) m3 22.1193

140,408.26

37,625.00

3,105,732.51

832,238.66

3,937,971.18

3.7496

2 Pasangan Batu Kali kosong m3 10.4090

54,150.00

24,000.00

563,647.35

249,816.00

813,463.35

0.7746

3 Pasangan Bata 1/2 Batu Tasram (1 pc. : 3 ps.) m2 40.4513

30,285.16

8,100.00

1,225,074.21

327,655.53

1,552,729.74

1.4785

4 Pasangan Bata 1/2 Batu (1 pc. : 5 ps.) m2 196.3907

25,034.77

7,312.50

4,916,595.49

1,436,106.99

6,352,702.49

6.0489

5 Rolaag Bata (1 pc. : 3 ps.) m' 10.0000

8,110.51

3,937.50

81,105.07

39,375.00

120,480.07

0.1147

6 Plesteran Dinding (1pc : 5ps) t = 20 mm m2 404.0258

4,339.48

9,130.00

1,753,261.90

3,688,755.55

5,442,017.45

5.1818

7 Plesteran Trasram (1pc : 3ps) t = 20 mm m2 73.3026

5,732.05

9,130.00

420,173.92

669,252.74

1,089,426.66

1.0373

8 Plesteran Trasram (1pc : 3ps) t = 6 mm m2 47.6000

2,547.58

9,130.00

121,264.63

434,588.00

555,852.63

0.5293

9 Sponengan sudut ( 1pc. : 2 ps.) m' 433.2800

630.81

2,750.00

273,315.49

1,191,520.00

1,464,835.49

1.3948

Page 69: sample hitungan RAB

10 Penebalan Plesteran type A m' 31.5000

216.97

8,250.00

6,834.68

259,875.00

266,709.68

0.2540

11 Penebalan Plesteran type B m' 10.6000

347.16

8,250.00

3,679.88

87,450.00

91,129.88

0.0868

12 Lantai Kerja untuk Lantai m2 74.5000

9,492.80

5,720.00

707,213.90

426,140.00

1,133,353.90

1.0792

22,820,672.53

21.7293

SAT.

Harga Satuan Pekerjaan

JUMLAH TOTAL BOBOT

PEKJ. Bahan Upah Bahan Upah ( Rp) ( % ) No. URAIAN PEKERJAAN

VOLUME

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

D Pekerjaan Beton Bertulang ( 1pc. : 2ps. : 3kr.)

1 Beton Bertulang untuk Sloof m3 2.2830

814,699.59

98,887.50

1,859,959.17

225,760.16

2,085,719.33

1.9860

1 Beton Bertulang untuk Kolom Praktis (Skelet) m3 1.9125

916,899.59

107,465.00

1,753,570.47

205,526.81

1,959,097.28

1.8654

2 Beton Bertulang untuk Ring Balok m3 1.4940

916,899.59

107,465.00

1,369,847.99

160,552.71

1,530,400.70

1.4572

3 Beton Bertulang untuk Ring Balok Gunung-gunung m3 1.7387

916,899.59

107,465.00

1,594,213.32

186,849.40

1,781,062.71

1.6959

4 Beton Bertulang untuk Luifel/ Canopy m3 0.4992

1,072,009.59

122,104.38

535,147.19

60,954.50

596,101.69

0.5676

7,952,381.72

7.5721

E Pekerjaan Penutup Lantai dan Dinding

1 Keramik Lantai 30/ 30 Eks IKAD m2 68.5000

39,210.55

9,250.00

2,685,922.62

633,625.00

3,319,547.62

3.1608

2 Keramik Lantai Km/Wc Eks Asia m2 6.0000

44,710.55

9,250.00

268,263.29

55,500.00

323,763.29

0.3083

3 Keramik Dinding Dapur dan Km/Wc Eks Asia m2 31.8080

41,301.66

30,000.00

1,313,723.26

954,240.00

2,267,963.26

2.1595

3 Keramik Plint t = 12 cm m' 39.7000

5,601.20

6,800.00

222,367.62

269,960.00

492,327.62

0.4688

4 Batu Belah Susun Sirih untuk pilar teras m2 16.0000

141,126.66

30,000.00

2,258,026.59

480,000.00

2,738,026.59

2.6071

5 Batu Alam penutup dinding m2 12.5565

76,426.66

45,000.00

959,651.38

565,042.50

1,524,693.88

1.4518

6 Keramik Assesoris Km/Wc pcs. 56.0000

4,480.03

1,000.00

250,881.49

56,000.00

306,881.49

0.2922

10,973,203.75

10.4484

F Pekerjaan Kusen & Daun Pintu Jendela -

1 Pekj. Kusen Pintu & Jendela kayu Jati m3 0.7013

6,635,000.00

1,730,000.00

4,653,125.50

1,213,249.00

5,866,374.50

5.5858

2 Pekj. Krepyak untuk Jendela kayu Jati m3 0.0498

8,835,000.00

1,620,000.00

439,983.00

80,676.00

520,659.00

0.4958

3 Daun Pintu Type P1 (3x61x200) cm bh. 2.0000

323,600.00

175,620.00

647,200.00

351,240.00

998,440.00

0.9507

4 Daun Pintu Type P2 (3,5x82x200)cm bh. 5.0000

506,000.00

184,740.00

2,530,000.00

923,700.00

3,453,700.00

3.2885

5 Daun Pintu Type P3 (KM/WC) (3x74x200)cm bh. 2.0000

391,600.00

179,020.00

783,200.00

358,040.00

1,141,240.00

1.0867

6 Daun Jendela J1 (52x150) cm bh. 2.0000

153,150.00

70,000.00

306,300.00

140,000.00

446,300.00

0.4250

7 Daun Jendela J2 (62x116) cm bh.

Page 70: sample hitungan RAB

7.0000 136,600.00 70,000.00 956,200.00 490,000.00 1,446,200.00 1.3770

8 Daun Jendela PJ2 (62x166) cm bh. 2.0000

181,300.00

70,000.00

362,600.00

140,000.00

502,600.00

0.4786

14,375,513.50

13.6880

JUMLAH

SAT.

Harga Satuan Pekerjaan TOTAL BOBOT

PEKJ. Bahan Upah Bahan Upah ( Rp) ( % ) No. URAIAN PEKERJAAN

VOLUME

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

G Pekerjaan Kayu, Rangka Atap & Rangka Plafon

1 Nog, Gording, Murplate dengan kayu Bangkirai. m3 1.0952

3,155,125.00

430,000.00

3,455,492.90

470,936.00

3,926,428.90

3.7387

2 Pekj. Usuk: 5/7, Reng: 3/5 dengan Kayu Bangkirai & Kruing m2 137.0915

35,460.71

4,000.00

4,861,362.51

548,366.00

5,409,728.51

5.1510

3 Pekj. Lisjplank Kayu Bangkirai 2/25 m' 34.6035

16,640.00

7,250.00

575,802.24

250,875.38

826,677.62

0.7871

4 Pekj. Ruiter dengan Kayu Bangkirai 2/20 m' 28.3299

13,340.00

1,500.00

377,920.87

42,494.85

420,415.72

0.4003

5 Pekj. Papan Wenvir 2/12 m' 12.3035

12,580.00

5,000.00

154,778.03

61,517.50

216,295.53

0.2060

6 Pekj. Plafon (60 x 60) Cm dgn Kayu 4/6 & 5/7 Ky Meranti m2 68.5000

39,480.06

13,000.00

2,704,383.81

890,500.00

3,594,883.81

3.4230

7 Pekj. Plafon (100 x 100) Cm dgn Kayu 4/6 & 5/7 Ky Meranti m2 37.9052

29,650.33

7,200.00

1,123,901.82

272,917.44

1,396,819.26

1.3300

8 Pekerjaan Talang m' 22.5165

53,940.00

7,750.00

1,214,540.01

174,502.88

1,389,042.89

1.3226

*) Semua Rangka Atap: Gording, Nog,Usuk & Reng dll. dianti Rayap 17,180,292.22

16.3587

-

H Pekerjaan Penutup Atap & Lis Plafond -

1 Pekj. Atap Genteng Sokka Morando SE Glazur m2 137.0915

20,790.00

7,050.00

2,850,132.29

966,495.08

3,816,627.36

3.6341

2 Kerpus Genteng Sokka Morando SE Glazur m' 28.3299

20,753.76

17,037.50

587,951.87

482,670.67

1,070,622.54

1.0194

5 Lis sudut - Gypsum m' 72.0000

8,000.00

576,000.00 -

576,000.00

0.5485

5,463,249.90

5.2020

I Pekerjaan Kaca & Rilling Kayu

1 Kaca Es untuk Boven tebal 5 mm. m2 0.7800

82,000.00

63,960.00 -

63,960.00

0.0609

63,960.00

0.0609

J Pekerjaan Cat & Melamin

1 Cat Tembok untuk Dinding Merk Catylac m2 503.1195

2,409.30

4,846.88

1,212,165.81

2,438,557.33

3,650,723.14

3.4761

2 Cat Tembok untuk Plafond Merk Catylac m2 106.4052

2,409.30

4,846.88

256,362.05

515,732.70

772,094.75

0.7352

2 Cat Kayu untuk lisjplank Standart EMCO m2 8.6509

14,933.75

16,150.00

129,190.38

139,712.04

268,902.41

0.2560

3 Politur untuk Kusen Pintu Jendela & BV m2 27.7159

6,416.80

18,562.50

177,847.39

514,476.39

692,323.78

0.6592

4 Politur untuk Daun Pintu dan Jendela m2

Page 71: sample hitungan RAB

37.4094 6,416.80 18,562.50 240,048.64 694,411.99 934,460.63 0.8898

6,318,504.71

6.0163

K Pekerjaan Instalasi Listrik

1 Stop kontak titik 5.0000

75,000.00

375,000.00 -

375,000.00

0.3571

2 Piting Lampu & Sakelar titik 16.0000

75,000.00

1,200,000.00 -

1,200,000.00

1.1426

3 Penangkal Petir (1speed 2 Arde) unit. 1.0000

125,000.00

125,000.00 -

125,000.00

0.1190

1,700,000.00

1.6187

SAT.

Harga Satuan

Pekerjaan JUMLAH

TOTAL BOBOT

PEKJ. Bahan Upah Bahan Upah ( Rp) ( % ) No. URAIAN PEKERJAAN

VOLUME

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

L Pekerjaan Penggantung & Pengunci

1 Slot & Handel Pintu ex. SES bh. 6.0000

125,000.00

750,000.00 -

750,000.00

0.7141

2 Slot Pintu Kupu Tarung ex. SES bh. 1.0000

90,000.00

90,000.00 -

90,000.00

0.0857

3 Slot Pintu Km/Wc bh. 2.0000

20,000.00

40,000.00 -

40,000.00

0.0381

4 Handle Pintu Kupu Tarung ps. 2.0000

50,000.00

100,000.00 -

100,000.00

0.0952

5 Engsel Pintu ps. 9.0000

16,900.00

152,100.00 -

152,100.00

0.1448

6 Engsel Jendela ps. 11.0000

5,000.00

55,000.00 -

55,000.00

0.0524

7 Grendel Jalu untuk Jendela bh. 22.0000

3,000.00

66,000.00 -

66,000.00

0.0628

8 Grendel Pintu bh. 16.0000

3,200.00

51,200.00 -

51,200.00

0.0488

9 Hag Angin ( Win Hag ) bh. 22.0000

10,900.00

239,800.00 -

239,800.00

0.2283

1,544,100.00

1.4703

M Pekerjaan Drainasi & Sanitasi

1 Closet Duduk 'Monoblok' ex. Toto unit 1.0000

1,000,000.00

72,600.00

1,000,000.00

72,600.00

1,072,600.00

1.0213

2 Closest Jongkok bh. 1.0000

99,500.00

36,300.00

99,500.00

36,300.00

135,800.00

0.1293

3 Wall Shower unit 1.0000

50,000.00

15,125.00

50,000.00

15,125.00

65,125.00

0.0620

4 Wastafel ( Komplit ) ex. INA unit 1.0000

200,000.00

72,600.00

200,000.00

72,600.00

272,600.00

0.2596

5 Floor Drain bh. 2.0000

10,000.00

9,000.00

20,000.00

18,000.00

38,000.00

0.0362

6 Avor (Kurasan Bak) bh. 1.0000

5,000.00

9,000.00

5,000.00

9,000.00

14,000.00

0.0133

7 Kran Air bh. 5.0000

18,500.00

3,600.00

92,500.00

18,000.00

110,500.00

0.1052

Page 72: sample hitungan RAB

8 Kran Air untuk Dapur bh. 1.0000

28,500.00

3,600.00

28,500.00

3,600.00

32,100.00

0.0306

9 Soap Holder Tanam bh. 2.0000

25,000.00

15,125.00

50,000.00

30,250.00

80,250.00

0.0764

10 Bath Up (Komplit) ex INA bh. 1.0000

1,250,000.00

93,750.00

1,250,000.00

93,750.00

1,343,750.00

1.2795

11 Instalasi Sumur Air Bersih + Pompa bh. 1.0000

1,000,000.00

1,000,000.00 -

1,000,000.00

0.9522

12 Instalasi & Water Torn Stainleesteel bh. 1.0000

1,000,000.00

1,000,000.00 -

1,000,000.00

0.9522

13 Pemipaan Air bersih m' 18.2000

5,218.75

2,500.00

94,981.25

45,500.00

140,481.25

0.1338

14 Pemipaan Air kotor m' 20.2000

26,912.50

5,000.00

543,632.50

101,000.00

644,632.50

0.6138

15 Pemipaan Air bekas m' 14.7000

26,912.50

5,000.00

395,613.75

73,500.00

469,113.75

0.4467

16 Bak Kontrol unit 1.0000

200,000.00

52,000.00

200,000.00

52,000.00

252,000.00

0.2399

17 Bak Lemak unit 1.0000

200,000.00

52,000.00

200,000.00

52,000.00

252,000.00

0.2399

18 Sumur Resapan unit 2.0000

750,000.00

100,000.00

1,500,000.00

200,000.00

1,700,000.00

1.6187

19 Septictank unit 1.0000

1,500,000.00

350,000.00

1,500,000.00

350,000.00

1,850,000.00

1.7615

10,472,952.50

9.9721

SAT.

Harga Satuan

Pekerjaan JUMLAH

TOTAL BOBOT

PEKJ. Bahan Upah Bahan Upah ( Rp) ( % ) No. URAIAN PEKERJAAN

VOLUME

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

N Pekerjaan Perkerasan Jalan

1 Perkerasan Jalan dengan Conblock m2 20.0000

39,145.00

10,725.00

782,900.00

214,500.00

997,400.00

0.9497

2 Pekj. Kansten 25x25x40 m' 5.0000

35,651.90

3,431.25

178,259.50

17,156.25

195,415.75

0.1861

1,192,815.75

1.1358

O Pekerjaan Pembersihan Lokasi

1 Pembersihan Lokasi Akhir Proyek ls 1.0000

200,000.00 -

200,000.00

200,000.00

0.1904

200,000.00

0.1904

TOTAL 76,643,190.32

28,379,380.50

105,022,570.81

100.00

Page 73: sample hitungan RAB

REKAPITULASI RENCANA ANGGARAN

BIAYA (SEMENTARA)

PROYEK : sample

LOKASI : sample

NO MACAM PEKERJAAN BOBOT JUMLAH TOTAL (%) (Rp)

A Pekerjaan Persiapan

3.8493

4,042,582.00

B Pekerjaan Tanah dan Pasir

0.6878

722,342.25

C Pekerjaan Pasangan & Plesteran 21.7293

22,820,672.53

D Pekerjaan Beton Bertulang ( 1pc. : 2ps. : 3kr.) 7.5721

7,952,381.72

E Pekerjaan Penutup Lantai dan Dinding 10.4484

10,973,203.75

F Pekerjaan Kusen & Daun Pintu Jendela 13.6880

14,375,513.50

G Pekerjaan Kayu, Rangka Atap & Rangka Plafon

16.3587

17,180,292.22

H Pekerjaan Penutup Atap & Lis Plafond

5.2020

5,463,249.90

I Pekerjaan Kaca & Rilling Kayu

0.0609

63,960.00

J Pekerjaan Cat & Melamin

6.0163

6,318,504.71

K Pekerjaan Instalasi Listrik 1.6187

1,700,000.00

L Pekerjaan Penggantung & Pengunci 1.4703

1,544,100.00

M Pekerjaan Drainasi & Sanitasi 9.9721

10,472,952.50

N Pekerjaan Perkerasan Jalan

1.1358

1,192,815.75

O Pekerjaan Pembersihan Lokasi

0.1904

200,000.00

100.0000

105,022,570.81

Jumlah Nominal Rp 105,022,570.81 Jasa Konstruksi 10% Rp 10,502,257.08 Jumlah Rp 115,524,827.90 P P N 10% Rp 11,552,482.79 Jumlah Rp 127,077,310.68 Dibulatkan Rp -

Page 74: sample hitungan RAB

RENCANA ANGGARAN BIAYA (RAB) - DENGAN OVER HEAD

PROYEK : sample LOKASI : sample

SAT

.

Harga Satuan

Pekerjaan JUMLAH

TOTAL BOBOT PEK

J. Bahan Upah Bahan Upah (Rp.) ( % )

No. URAIAN PEKERJAAN

VOLUM

E

(Rp.) (Rp. (Rp.) (Rp.)

A Pekerjaan Persiapan

1 Mobilisasi ls.

1.0000 200,000.00 -

200,000.00

200,000.00 0.1751

2 Direksikit (2,5 x 2,5) m m2

6.2500 100,000.00

625,000.00 -

625,000.00 0.5472

3 Gudang (4 x 3) m m2

12.0000 100,000.00

1,200,000.00 -

1,200,000.00 1.0507

4 Pemagaran Proyek m'

26.0000 48,015.00

6,644.91

1,248,390.00

172,767.67

1,421,157.67 1.2443

5 Unizet & Bouwplank m'

40.8000 8,990.00

3,986.95

366,792.00

162,667.41

529,459.41 0.4636

6 Dokumentasi ls.

1.0000 150,000.00

150,000.00 -

150,000.00 0.1313

4,125,617.08 3.6122

B Pekerjaan Tanah dan Pasir

1 Galian Tanah u/ Pondasi m3 52.4711

11,296.35 -

592,731.80

592,731.80 0.5190

2 Urugan Tanah Kembali m3 27.5767

5,980.42 -

164,920.23

164,920.23 0.1444

3 Urugan Tanah untuk Leveling Lantai m3 1.9256

27,000.00

8,638.38

51,991.20

16,634.07

68,625.27 0.0601

4 Urugan Pasir Bawah Pondasi dan Lantai m3 2.3490

32,400.00

6,578.46

76,107.60

15,452.81

91,560.41 0.0802

917,837.71 0.8036

C Pekerjaan Pasangan & Plesteran

1 Pasangan Batu Kali Pecah (1 pc : 6 ps) m3 22.1193

140,408.26

50,002.95

3,105,732.51

1,106,030.29

4,211,762.81 3.6877

2 Pasangan Batu Kali kosong m3 10.4090

54,150.00

31,895.57

563,647.35

332,000.99

895,648.34 0.7842

3 Pasangan Bata 1/2 Batu Tasram (1 pc : 3 ps) m2 40.4513

30,285.16

10,764.76

1,225,074.21

435,448.34

1,660,522.55 1.4539

4 Pasangan Bata 1/2 Batu (1 pc : 5 ps) m2 196.3907

25,034.77

9,718.18

4,916,595.49

1,908,560.50

6,825,155.99 5.9758

5 Rolaag Bata (1 pc : 3 ps) m' 10.0000

8,110.51

5,232.87

81,105.07

52,328.67

133,433.74 0.1168

6 Plesteran Dinding (1pc : 5ps) t = 20 mm m2 404.0258

4,339.48

12,133.61

1,753,261.90

4,902,290.13

6,655,552.03 5.8273

7 Plesteran Trasram (1pc : 3ps) t = 20 mm m2 73.3026

5,732.05

12,133.61

420,173.92

889,424.91

1,309,598.84 1.1466

8 Plesteran Trasram (1pc : 3ps) t = 6 mm m2 47.6000

2,547.58

12,133.61

121,264.63

577,559.68

698,824.31 0.6119

Page 75: sample hitungan RAB

9 Sponengan sudut ( 1pc : 2 ps) m' 433.2800

630.81

3,654.70

273,315.49

1,583,508.76

1,856,824.25 1.6258

10 Penebalan Plesteran type A m' 31.5000

216.97

10,964.10

6,834.68

345,369.23

352,203.91 0.3084

11 Penebalan Plesteran type B m' 10.6000

347.16

10,964.10

3,679.88

116,219.49

119,899.36 0.1050

12 Lantai Kerja Rabat Beton untuk Lantai Keramik m2 74.5000

9,492.80

7,601.78

707,213.90

566,332.44

1,273,546.34 1.1151

25,992,972.47 22.7584

JUMLAH

SAT

.

Harga Satuan

Pekerjaan TOTAL BOBOT PEKJ.

Bahan Upah Bahan Upah ( Rp) ( % )

No. URAIAN PEKERJAAN

VOLUM

E

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

D Pekerjaan Beton Bertulang ( 1pc : 2ps : 3kr)

1 Beton Bertulang untuk Sloof m3 2.2830

814,699.59

131,419.72

1,859,959.17

300,031.22

2,159,990.38 1.8912

1 Beton Bertulang untuk Kolom Praktis (Skelet) m3 1.9125

916,899.59

142,819.06

1,753,570.47

273,141.46

2,026,711.92 1.7745

2 Beton Bertulang untuk Ring Balok m3 1.4940

916,899.59

142,819.06

1,369,847.99

213,371.68

1,583,219.67 1.3862

3 Beton Bertulang untuk Ring Balok Gunung-gunung m3 1.7387

916,899.59

142,819.06

1,594,213.32

248,319.50

1,842,532.82 1.6132

4 Beton Bertulang untuk Luifel/Canopy m3 0.4992

1,072,009.59

162,274.53

535,147.19

81,007.45

616,154.63 0.5395

8,228,609.43 7.2046

E Pekerjaan Penutup Lantai dan Dinding

1 Keramik Lantai 30/ 30 Eks IKAD m2 68.5000

39,210.55

12,293.08

2,685,922.62

842,076.29

3,527,998.90 3.0890

2 Keramik Lantai Km/Wc Eks Asia m2 6.0000

44,710.55

12,293.08

268,263.29

73,758.51

342,021.80 0.2995

3 Keramik Dinding Dapur dan Km/Wc Eks Asia m2 31.8080

41,301.66

39,869.46

1,313,723.26

1,268,167.89

2,581,891.15 2.2606

3 Keramik Plint t = 12 cm m' 39.7000

5,601.20

9,037.08

222,367.62

358,772.01

581,139.63 0.5088

4 Batu Belah Susun Sirih untuk pilar teras m2 16.0000

141,126.66

39,869.46

2,258,026.59

637,911.41

2,895,938.00 2.5356

5 Batu Alam penutup dinding m2 12.5565

76,426.66

59,804.19

959,651.38

750,931.37

1,710,582.75 1.4977

6 Keramik Assesoris Km/Wc pcs. 56.0000

4,480.03

1,328.98

250,881.49

74,423.00

325,304.49 0.2848

11,964,876.72 10.4760

F Pekerjaan Kusen & Daun Pintu Jendela -

1 Pekj. Kusen Pintu & Jendela kayu Jati m3 0.7013

6,635,000.00

2,299,139.05

4,653,125.50

1,612,386.21

6,265,511.71 5.4858

2 Pekj. Krepyak Jendela kayu Jati m3 0.0498

8,835,000.00

2,152,951.02

439,983.00

107,216.96

547,199.96 0.4791

3 Daun Pintu Type P1 (3x61x200) cm bh. 2.0000

323,600.00

233,395.84

647,200.00

466,791.68

1,113,991.68 0.9754

4 Daun Pintu Type P2 (3,5x82x200)cm bh. 5.0000

506,000.00

245,516.15

2,530,000.00

1,227,580.77

3,757,580.77 3.2900

5 Daun Pintu Type P3 (KM/WC) (3x74x200)cm bh. 2.0000

391,600.00

237,914.38

783,200.00

475,828.75

1,259,028.75 1.1024

Page 76: sample hitungan RAB

6 Daun Jendela J1 (52x150) cm bh. 2.0000

153,150.00

93,028.75

306,300.00

186,057.50

492,357.50 0.4311

7 Daun Jendela J2 (62x116) cm bh. 7.0000

136,600.00

93,028.75

956,200.00

651,201.23

1,607,401.23 1.4074

8 Daun Jendela PJ2 (62x166) cm bh. 2.0000

181,300.00

93,028.75

362,600.00

186,057.50

548,657.50 0.4804

15,591,729.10 13.6515

Page 77: sample hitungan RAB

JUMLAH

SAT.

Harga Satuan

Pekerjaan TOTAL BOBOT PEKJ.

Bahan Upah Bahan Upah ( Rp) ( % )

No. URAIAN PEKERJAAN

VOLUM

E

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

G Pekerjaan Kayu, Rangka Atap & Rangka Plafon

1 Nog, Gording, Murplate dengan kayu Bangkirai. m3 1.0952

3,155,125.00

571,462.31

3,455,492.90

625,865.52

4,081,358.42 3.5735

2 Pekj. Usuk: 5/7, Reng: 3/5 dengan Kayu Bangkirai & Kruing m2 137.0915

35,460.71

5,315.93

4,861,362.51

728,768.60

5,590,131.12 4.8945

3 Pekj. Lisjplank Kayu Bangkirai 2/25 m' 34.6035

16,640.00

9,635.12

575,802.24

333,408.88

909,211.12 0.7961

4 Pekj. Ruiter dengan Kayu Bangkirai 2/20 m' 28.3299

13,340.00

1,993.47

377,920.87

56,474.90

434,395.76 0.3803

5 Pekj. Papan Wenvir 2/12 m' 12.3035

12,580.00

6,644.91

154,778.03

81,755.66

236,533.69 0.2071

6 Pekj. Plafon Gypsium Rangka (60x60) Cm Ky Meranti m2 68.5000

39,480.06

17,276.77

2,704,383.81

1,183,458.57

3,887,842.37 3.4040

7 Pekj. Plafon Calsiboard Rangka (100x100) Cm Ky Meranti m2 37.9052

29,650.33

9,568.67

1,123,901.82

362,702.39

1,486,604.21 1.3016

8 Pekerjaan Talang m' 22.5165

52,680.00

10,299.61

1,186,169.22

231,911.20

1,418,080.42 1.2416

*) Semua Rangka Atap: Gording, Nog,Usuk & Reng dll. dianti

Rayap 18,044,157.11 15.7987

H Pekerjaan Penutup Atap & Lis Plafond

1 Pekj. Atap Genteng Sokka Morando SE Glazur m2 137.0915

20,790.00

9,369.32

2,850,132.29

1,284,454.66

4,134,586.95 3.6201

2 Kerpus Genteng Sokka Morando SE Glazur m' 28.3299

20,753.76

22,642.53

587,951.87

641,460.69

1,229,412.55 1.0764

3 Lis sudut - Gypsum m' 72.0000

8,000.00

576,000.00 -

576,000.00 0.5043

5,939,999.50 5.2008

I Pekerjaan Kaca & Rilling Kayu

1 Kaca Es untuk Boven tebal 5 mm. m2 0.7800

82,000.00

63,960.00 -

63,960.00 0.0560

63,960.00 0.0560

J Pekerjaan Cat & Melamin

1 Cat Tembok untuk Dinding Merk Catylac m2 503.1195

2,409.30

6,441.41

1,212,165.81

3,240,799.06

4,452,964.87 3.8988

2 Cat Tembok untuk Plafond Merk Catylac m2 106.4052

2,409.30

6,441.41

256,362.05

685,399.54

941,761.58 0.8246

3 Cat Kayu untuk lisjplank Standart EMCO m2 8.6509

14,933.75

21,463.06

129,190.38

185,674.79

314,865.17 0.2757

4 Politur untuk Kusen Pintu Jendela & BV m2 27.7159

6,416.80

24,669.23

177,847.39

683,729.92

861,577.31 0.7544

5 Politur untuk Daun Pintu dan Jendela m2 37.4094

6,416.80

24,669.23

240,048.64

922,861.11

1,162,909.75 1.0182

7,734,078.68 6.7716

K Pekerjaan Instalasi Listrik

Page 78: sample hitungan RAB

1 Stop kontak titik 5.0000

75,000.00

375,000.00 -

375,000.00 0.3283

2 Piting Lampu & Sakelar titik 16.0000

75,000.00

1,200,000.00 -

1,200,000.00 1.0507

3 Penangkal Petir (1speed 2 Arde) unit. 1.0000

125,000.00

125,000.00 -

125,000.00 0.1094

1,700,000.00 1.4885

SAT.

Harga Satuan

Pekerjaan JUMLAH

TOTAL BOBOT PEKJ.

Bahan Upah Bahan Upah ( Rp) ( % )

No. URAIAN PEKERJAAN

VOLUM

E

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

L Pekerjaan Penggantung & Pengunci

1 Slot & Handel Pintu ex. SES bh. 6.0000

125,000.00

750,000.00 -

750,000.00 0.6567

2 Slot Pintu Kupu Tarung ex. SES bh. 1.0000

90,000.00

90,000.00 -

90,000.00 0.0788

3 Slot Pintu Km/Wc bh. 2.0000

20,000.00

40,000.00 -

40,000.00 0.0350

4 Handle Pintu Kupu Tarung ps. 2.0000

50,000.00

100,000.00 -

100,000.00 0.0876

5 Engsel Pintu ps. 9.0000

16,900.00

152,100.00 -

152,100.00 0.1332

6 Engsel Jendela ps. 11.0000

5,000.00

55,000.00 -

55,000.00 0.0482

7 Grendel Jalu untuk Jendela bh. 22.0000

3,000.00

66,000.00 -

66,000.00 0.0578

8 Grendel Pintu bh. 16.0000

3,200.00

51,200.00 -

51,200.00 0.0448

9 Hag Angin ( Win Hag ) bh. 22.0000

10,900.00

239,800.00 -

239,800.00 0.2100

1,544,100.00 1.3520

M Pekerjaan Drainasi & Sanitasi

1 Closet Duduk 'Monoblok' ex. Toto unit 1.0000

1,000,000.00

96,484.10

1,000,000.00

96,484.10

1,096,484.10 0.9600

2 Closest Jongkok bh. 1.0000

99,500.00

48,242.05

99,500.00

48,242.05

147,742.05 0.1294

3 Wall Shower unit 1.0000

50,000.00

21,125.00

50,000.00

21,125.00

71,125.00 0.0623

4 Wastafel (komplit) ex. INA unit 1.0000

200,000.00

96,484.10

200,000.00

96,484.10

296,484.10 0.2596

5 Floor Drain bh. 2.0000

10,000.00

11,960.84

20,000.00

23,921.68

43,921.68 0.0385

6 Avor (kurasan bak) bh. 1.0000

5,000.00

11,960.84

5,000.00

11,960.84

16,960.84 0.0149

7 Kran Air bh. 5.0000

18,500.00

4,784.34

92,500.00

23,921.68

116,421.68 0.1019

8 Kran Air untuk Dapur bh. 1.0000

28,500.00

4,784.34

28,500.00

4,784.34

33,284.34 0.0291

9 Soap Holder Tanam bh. 0.0790

Page 79: sample hitungan RAB

2.0000 25,000.00 20,100.85 50,000.00 40,201.71 90,201.71

10 Bath Up (komplit) ex INA bh. 1.0000

1,250,000.00

124,592.07

1,250,000.00

124,592.07

1,374,592.07 1.2035

11 Instalasi Sumur Air Bersih bh. 1.0000

1,000,000.00

1,000,000.00 -

1,000,000.00 0.8756

12 Instalasi & Water Torn Stainleesteel bh. 1.0000

1,000,000.00

1,000,000.00 -

1,000,000.00 0.8756

13 Pemipaan Air bersih m' 18.2000

5,475.00

3,322.46

99,645.00

60,468.69

160,113.69 0.1402

14 Pemipaan Air kotor m' 20.2000

26,912.50

6,644.91

543,632.50

134,227.19

677,859.69 0.5935

15 Pemipaan Air bekas m' 14.7000

26,912.50

6,644.91

395,613.75

97,680.18

493,293.93 0.4319

16 Bak Kontrol unit 1.0000

200,000.00

73,125.00

200,000.00

73,125.00

273,125.00 0.2391

17 Bak Lemak unit 1.0000

200,000.00

73,125.00

200,000.00

73,125.00

273,125.00 0.2391

18 Sumur Resapan unit 2.0000

750,000.00

132,898.21

1,500,000.00

265,796.42

1,765,796.42 1.5461

19 Septictank unit 1.0000

1,500,000.00

465,143.74

1,500,000.00

465,143.74

1,965,143.74 1.7206

10,895,675.04 9.5398

SAT.

Harga Satuan

Pekerjaan JUMLAH

TOTAL BOBOT PEKJ.

Bahan Upah Bahan Upah ( Rp) ( % )

No. URAIAN PEKERJAAN

VOLUM

E

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

N Pekerjaan Perkerasan Jalan

1 Perkerasan Jalan dengan Conblock m2 20.0000

39,145.00

14,253.33

782,900.00

285,066.66

1,067,966.66 0.9351

2 Pekj. Kansten 25x25x40 m' 5.0000

35,651.90

4,560.07

178,259.50

22,800.35

201,059.85 0.1760

1,269,026.51 1.1111

O Pekerjaan Pembersihan Lokasi

1 Pembersihan Lokasi Akhir Proyek ls 1.0000

200,000.00 -

200,000.00

200,000.00 0.1751

200,000.00 0.1751

TOTAL 76,619,483.28

37,593,156.09

114,212,639.36

100.00

Page 80: sample hitungan RAB

REKAPITULASI RENCANA ANGGARAN BIAYA (FINAL/REAL)

PROYEK : sample

LOKASI : sample

BOBOT JUMLAH NO MACAM PEKERJAAN

(%) (Rp) TOTAL

A Pekerjaan Persiapan

3.6122 4,125,617.08

B Pekerjaan Tanah dan Pasir

0.8036 917,837.71

C Pekerjaan Pasangan & Plesteran

22.7584

25,992,972.47

D Pekerjaan Beton Bertulang ( 1pc : 2ps : 3kr)

7.2046 8,228,609.43

E Pekerjaan Penutup Lantai dan Dinding

10.4760

11,964,876.72

F Pekerjaan Kusen & Daun Pintu Jendela

13.6515

15,591,729.10

G Pekerjaan Kayu, Rangka Atap & Rangka Plafon

15.7987

18,044,157.11

H Pekerjaan Penutup Atap & Lis Plafond

5.2008 5,939,999.50

I Pekerjaan Kaca & Rilling Kayu

0.0560 63,960.00

J Pekerjaan Cat & Melamin

6.7716 7,734,078.68

K Pekerjaan Instalasi Listrik

1.4885 1,700,000.00

L Pekerjaan Penggantung & Pengunci

1.3520 1,544,100.00

M Pekerjaan Drainasi & Sanitasi

9.5398

10,895,675.04

N Pekerjaan Perkerasan Jalan

1.1111 1,269,026.51

O Pekerjaan Pembersihan Lokasi

0.1751 200,000.00

100.0000 114,212,639.36

Jumlah Nominal Rp 114,212,639.36

Jasa Konstruksi 10% Rp 11,421,263.94

Jumlah Rp 125,633,903.30

P P N 10% Rp 12,563,390.33

Jumlah Rp 138,197,293.63

Dibulatkan Rp 138,190,000.00

Page 81: sample hitungan RAB

Copyright @2008

http://kontraktorrumah.blogspot.com

contact: e-mail : [email protected]

mobile : 6281804298940,622747848678