Contoh RAB Rumah_jasasipil.com

86
RENCANA ANGGARAN BIAYA

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RENCANA ANGGARAN BIAYA

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REKAPITULASI RENCANA ANGGARAN BIAYA

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REKAPITULASI RENCANA ANGGARAN BIAYA

JENIS PEKERJAAN HARGA PEKERJAAN

I. PEKERJAAN PONDASI Rp 99,650,647.21

II. PEKERJAAN BETON Rp #NAME?

III. PEKERJAAN DINDING Rp 105,312,309.78

III. PEKERJAAN ATAP Rp 61,697,352.40

IV. PEKERJAAN PLAFOND Rp 35,513,172.00

V. PEKERJAAN PLASTERAN DAN ACIAN Rp 46,299,760.00

VI. PEKERJAAN LANTAI Rp 57,325,133.20

VII. PEKERJAAN PINTU DAN JENDELA Rp 111,546,786.37

VIII. PEKERJAAN PENGECATAN Rp 31,935,811.44

IX. PEKERJAAN INTERIOR HPL Rp 18,037,843.20

X. PEK. INSTALASI LISTRIK DAN SANITASI Rp 129,305,363.20

XI. PEK. PERLENGKAPAN LUAR Rp #NAME?

JUMLAH Rp #NAME?

DIBULATKAN Rp #NAME?

Terbilang : " Sembilan Ratus Satu Juta Enam Ratus Enam Puluh Ribu Rupiah"

Yogyakarta, 29 September 2015

Disusun Oleh

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kursi, walpaper, lukisan, dan material lepas lainnya.

Keterangan: Harga di atas belum termasuk pekerjaan vegetasi (rumput, tanaman, pohon), Interior Meja,

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RENCANA ANGGARAN BIAYA

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RENCANA ANGGARAN BIAYA (RAB)

NO URAIAN PEKERJAAN VOLUME SATHARGA SATUAN JUMLAH

(Rp) (Rp)

I. PEKERJAAN PONDASI

1.1. Pekerjaan Persiapan

1.1.1. Pembersihan Lapangan 200.00 8,000.00 1,600,000.00

1.1.2. Pemasangan Bouplank/Pengukuran 60.00 79,683.33 4,781,000.00

1.1.3. Pengadaan Air Kerja 1.00 Ls 8,000,000.00 8,000,000.00

1.1.4. Pembuatan Gedung Semen dan Alat 15.00 197,700.00 2,965,500.00

1.1.5.Direksi keet 10.00 197,700.00 1,977,000.00

Jumlah 19,323,500.00

Jasa Pelaksanaan + Overhead 4% 772,940.00

Total Sub Pekerjaan 20,096,440.00

1.2. Pekerjaan Galian

1.2.1. Galian Tanah Biasa 1 Meter (kolam) 17.29 20,800.00 359,632.00

1.2.2. Galian Tanah Biasa 2 Meter 205.34 30,640.00 6,291,740.16

1.2.3. Galian Tanah Biasa 2.5 Meter 40.00 41,145.00 1,645,800.00

1.2.4. Urugan Kembali Galian 231.32 13,330.00 3,083,455.61

1.2.5. Pemadatan Tanah 100.00 26,000.00 2,600,000.00

Jumlah 13,980,627.77

Jasa Pelaksanaan + Overhead 4% 559,225.11

Total Sub Pekerjaan 14,539,852.88

1.3. Pemasangan Pondasi Batu Kali

1.3.1. Urugan Pasir Bawah Pondasi 19.97 212,200.00 4,237,209.60

1.3.2. Pasangan Pondasi Batu Kosong 29.95 M3 319,020.00 9,555,287.04

1.3.3. Pasangan Pondasi Batu Kali 101.38 480,600.00 48,721,305.60

Jumlah 62,513,802.24

Jasa Pelaksanaan + Overhead 4% 2,500,552.09

Total Sub Pekerjaan 65,014,354.33

II. PEKERJAAN BETON

2.1. Beton Bertulang

2.1.1. Sloof 15 x 25 4.80 #NAME? #NAME?

2.1.2. Pondasi Plat 5.00 #NAME? #NAME?

M2

M2

M2

M2

M3

M3

M3

M3

M3

M3

M3

M3

M3

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2.1.3. Kolom 15 x 15 5.45 #NAME? #NAME?

2.1.4. Kolom 15 x 30 6.00 #NAME? #NAME?

2.1.5. Kolom 15 x 50 1.95 #NAME? #NAME?

2.1.6. Balok 15 x 20 3.00 #NAME? #NAME?

2.1.7. Balok 15 x 25 2.70 #NAME? #NAME?

2.1.8. Balok 15 x 30 2.70 #NAME? #NAME?

2.1.9. Balok 15 x 40 1.00 #NAME? #NAME?

2.1.10. Balok 15 x 10 0.50 #NAME? #NAME?

2.1.11. Balok 15 X 50 0.50 #NAME? #NAME?

2.1.12. Plat Dag Beton 5.50 #NAME? #NAME?

2.1.13. Plat Beton Kolam 7.00 #NAME? #NAME?

2.1.14. Plat Beton Dudukan wastafel kitchen 0.36 #NAME? #NAME?

2.1.15. Waterproofing 100.00 M2 100,000.00 10,000,000.00

Jumlah #NAME?

Jasa Pelaksanaan + Overhead 4% #NAME?

Total Sub Pekerjaan #NAME?

III. PEKERJAAN DINDING

3.1. Dinding

3.1.1. Pasangan Dinding 1/2 Bata (1:4) 482.55 91,530.00 44,167,801.50

3.1.2. Pasangan Dinding Batu alam 50x20 (wall treatmen) 32.96 M2 421,800.00 13,902,528.00

3.1.3. Pasangan Dinding Granite 60x60 127.02 M2 285,455.00 36,257,066.83

3.1.4. Pasangan Roster 15x30 10.80 M2 422,216.67 4,559,940.00

3.1.5. Pasangan mozaik 5.00 M2 474,900.00 2,374,500.00

Jumlah 101,261,836.33

Jasa Pelaksanaan + Overhead 4% 4,050,473.45

Total Sub Pekerjaan 105,312,309.78

IV. PEKERJAAN KAP DAN ATAP

4.1. Kap dan Rangka Atap

4.1.3. Pekerjaan Rangka Atap 187.55 141,950.00 26,622,722.50

4.1.4. Pekerjaan Listplank 3/25 15.00 56,450.00 846,750.00

4.1.5. Pekerjaan Papan Reuter 3/25 20.00 56,450.00 1,129,000.00

Jumlah 28,598,472.50

Jasa Pelaksanaan + Overhead 4% 1,143,938.90

Total Sub Pekerjaan 29,742,411.40

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M2

M2

M1

M1

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4.2. Atap

4.2.1. Pemasangan Atap 187.55 M2 151,420.00 28,398,821.00

4.2.2. Pemasangan Perabung 20.00 M3 177,806.00 3,556,120.00

Jumlah 31,954,941.00

Jasa Pelaksanaan + Overhead 4% 1,278,197.64

Total Sub Pekerjaan 33,233,138.64

V. PEKERJAAN PLAFOND

5.1. Rangka Plafond

5.1.1. Rangka Plafon 220.00 M2 84,975.00 18,694,500.00

Jumlah 18,694,500.00

Jasa Pelaksanaan + Overhead 4% 747,780.00

Total Sub Pekerjaan 19,442,280.00

5.2. Memasang Plafond

5.2.1. Memasang Plafond Gypsum 220.00 M2 42,180.00 9,279,600.00

5.2.2. Memasang Lis Plafond 180.00 M1 38,290.00 6,892,200.00

Jumlah 16,171,800.00

Jasa Pelaksanaan + Overhead 4% 646,872.00

Total Sub Pekerjaan 16,818,672.00

VI. PEKERJAAN PLASTERAN

6.1. Plasteran

6.1.1. Plasteran Dinding (1:4) 880.00 M2 34,850.00 30,668,000.00

6.1.2. Acian 810.00 M2 17,100.00 13,851,000.00

Jumlah 44,519,000.00

Jasa Pelaksanaan + Overhead 4% 1,780,760.00

Total Sub Pekerjaan 46,299,760.00

VII. PEKERJAAN LANTAI

7.1. Urugan Bawah Lantai

7.1.1. Urugan Pasir 20.00 M3 230,200.00 4,604,000.00

7.1.2. Urugan Tanah 60.00 M3 13,330.00 799,800.00

Jumlah 5,403,800.00

Jasa Pelaksanaan + Overhead 4% 216,152.00

Total Sub Pekerjaan 5,619,952.00

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7.2. Pasangan Lantai

7.2.1. Pasangan Lantai Kramik 40 x 40 76.00 M2 178,449.00 13,562,124.00

7.2.2. Pasangan Lantai Granit 60 x 60 108.23 M2 261,345.00 28,286,414.73

7.2.2. Pasangan Lantai Board Decking 9.80 M2 711,935.00 6,975,539.13

7.2.2. Lantai keramik 15 x 120 3.48 M2 256,449.00 892,442.52

Jumlah 49,716,520.38

Jasa Pelaksanaan + Overhead 4% 1,988,660.82

Total Sub Pekerjaan 51,705,181.20

VIII. PEKERJAAN PINTU DAN JENDELA

8.1 Kusen

3.2.1. Kusen Pintu dan Jendela 1.10 23,511,000.00 25,862,100.00

3.2.2. Bout-bout/Angker 5.00 Kg 139,510.00 697,550.00

3.2.3. Kusen Aluminium 75 x 50 mm 33.00 m' 172,305.00 5,686,065.00

3.2.4. Kusen Aluminium 60 x 40 mm 21.00 m' 172,305.00 3,618,405.00

3.2.4. Kusen UPVC 5.80 m' 150,305.00 871,769.00

Jumlah 36,735,889.00

Jasa Pelaksanaan + Overhead 4% 1,469,435.56

Total Sub Pekerjaan 38,205,324.56

8.2 Pintu dan Jendela

8.1.1. Pasangan Pintu Panel Pintu Jati 9.00 Bh 969,600.00 8,726,400.00

Jumlah 8,726,400.00

Jasa Pelaksanaan + Overhead 4% 349,056.00

Total Sub Pekerjaan 9,075,456.00

8.3 Kaca

8.2.1. Pasangan Kaca Tebal 5 mm bening 7.56 M2 119,835.50 905,956.38

8.2.1. Pasangan Kaca Tebal 10 mm tempert 37.44 M2 449,835.50 16,841,841.12

8.2.1. Pasangan Kaca Tebal 10 mm bening 2.08 M2 262,835.50 547,354.93

8.2.1. Pasangan Kaca Tebal 5 mm buram 3.75 M2 119,835.50 449,383.13

Jumlah 18,744,535.55

Jasa Pelaksanaan + Overhead 4% 749,781.42

Total Sub Pekerjaan 19,494,316.98

8.4 Penggantung/Kunci

8.3.1. Pasangan Engsel Pintu 36.00 Bh 206,585.00 7,437,060.00

M3

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8.3.2. Pasangan Engsel Jendela 12.00 Bh 206,585.00 2,479,020.00

8.3.3. Pasangan Kunci Taman Antik 4.00 Bh 139,510.00 558,040.00

Jumlah 10,474,120.00

Jasa Pelaksanaan + Overhead 4% 418,964.80

Total Sub Pekerjaan 10,893,084.80

8.5 Pintu Besi

8.4.1. Pintu Besi 32.20 M2 1,011,664.00 32,575,580.80

Jumlah 32,575,580.80

Jasa Pelaksanaan + Overhead 4% 1,303,023.23

Total Sub Pekerjaan 33,878,604.03

IX. PEKERJAAN PENGECATAN

9.1. Mendempul dan Menggosok Kayu 45.00 M2 7,215.00 324,675.00

9.2. Mengecat Kayu Baru 45.00 M2 57,990.00 2,609,550.00

9.3. Mengecat Tembok Baru Interior 510.00 M2 20,668.00 10,540,680.00

9.3. Mengecat Tembok Baru Exterior 300.00 M2 25,868.00 7,760,400.00

9.4. Mengecat Besi 32.20 M2 117,430.00 3,781,246.00

9.5. Mengecat Plafond 220.00 M2 25,868.00 5,690,960.00

Jumlah 30,707,511.00

Jasa Pelaksanaan + Overhead 4% 1,228,300.44

Total Sub Pekerjaan 31,935,811.44

IX. PEKERJAAN INTERIOR HPL

9.1. Multiplek fin. HPL Ruang Kitchen 33.32 M2 490,500.00 16,343,460.00

9.3. Multiplek fin. HPL Ruang Toilet 2.04 M2 490,500.00 1,000,620.00

Jumlah 17,344,080.00

Jasa Pelaksanaan + Overhead 4% 693,763.20

Total Sub Pekerjaan 18,037,843.20

X. PEK. INSTALASI DAN SANITASI

10.1 Listrik

10.1.1 Pemasangan Listrik Baru 1.00 Ls 52,860,000.00 52,860,000.00

Jumlah 52,860,000.00

Jasa Pelaksanaan + Overhead 4% 2,114,400.00

Total Sub Pekerjaan 54,974,400.00

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10.2. Sanitair dan Instalasi Air

10.2.1. Pemasangna Kloset Jongkok 1.00 Bh 3,820,500.00 3,820,500.00

10.2.2. Pemasangan Kloset Duduk 2.00 Bh 4,036,260.00 8,072,520.00

10.2.3. Pemasangan Floor Draine 8.00 Bh 506,900.00 4,055,200.00

10.2.4. Pemasangan Bak Cuci Piring 2.00 Bh 634,905.00 1,269,810.00

10.2.5. Pemasangan Wastafel Ex Toto LW542J 3.00 Bh 2,178,530.00 6,535,590.00

10.2.5. Perlengkapan Sanitair Toilet 1.00 Ls 26,840,000.00 26,840,000.00

10.2.6. Pem. Pipa Gip. Dia. 15 mm 20.00 M 59,400.00 1,188,000.00

10.2.7. Pem. Pipa Gip. Dia. 20 mm 17.00 M 74,900.00 1,273,300.00

10.2.8. Pipa Gip. Dia. 25 mm 30.00 M 105,900.00 3,177,000.00

10.2.8. Pem. Pipa Gip. Dia. 32 mm 41.00 M 136,900.00 5,612,900.00

10.2.8. Pem. Pipa PVC AW. Dia. 25 mm 70.00 M 18,712.50 1,309,875.00

10.2.8. Pem. Pipa PVC AW. Dia. 32 mm 12.00 M 22,587.50 271,050.00

10.2.8. Pem. Pipa PVC AW. Dia. 50 mm 18.00 M 34,212.50 615,825.00

10.2.8. Pem. Pipa PVC AW. Dia. 80 mm 20.00 M 60,597.50 1,211,950.00

10.2.8. Pem. Pipa PVC AW. Dia. 100 mm 66.00 M 78,035.00 5,150,310.00

10.2.10. Pem. Kran Air Ø 3/4" atau 1/2" 2.00 Bh 213,650.00 427,300.00

10.2.10. Pem. Kran Air Ø 1" 3.00 Bh 213,650.00 640,950.00

Jumlah 71,472,080.00

Jasa Pelaksanaan + Overhead 4% 2,858,883.20

Total Sub Pekerjaan 74,330,963.20

XI. PEK. PERLENGKAPAN LUAR

11.1 Rabat Beton (1:3:5) 8.70 m2 838,800.00 7,297,560.00

11.2 Bak Kontrol 5.00 bh 489,700.00 2,448,500.00

11.3 Septictank 1.00 bh 8,804,057.20 8,804,057.20

11.4 Resapan 3.00 bh #NAME? #NAME?

Jumlah #NAME?

Jasa Pelaksanaan + Overhead 4% #NAME?

Total Sub Pekerjaan #NAME?

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ANALISA HARGA SATUAN

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ANALISA HARGA SATUAN PEKERJAAN

No URAIAN PEKERJAANHARGA JUM. HARGA

PER SATUAN PER SATUANI. PEKERJAAN PONDASI1.1 PEKERJAAN PERSIAPAN1.1.1 Tiap 1 M2 Pembersihan Lapangan butuh: Rp 8,000.00

Tenaga Kerja0.1000 Org Pekerja 45,000.00 Rp 4,500.000.0500 Org Mandor 70,000.00 Rp 3,500.00

Rp 8,000.00Alat Rp 0.00

1.1.2 Tiap 1 M' Pasangan Bouwlpank butuh: Rp 79,683.33Bahan

0.8571 Lnjr 0.0120 M3 Kayu Glugu Balok 5/7 28,000.00 Rp 24,000.000.2917 Lnjr 0.0070 M3 Kayu Meranti Papan 3/20 @Rp 152,000.00 Rp 44,333.330.0200 Kg Paku Biasa 2"-5" @Rp 20,000.00 Rp 400.00

Rp 68,733.33Tenaga Kerja

0.1000 Org Pekerja @Rp 45,000.00 Rp 4,500.000.1000 Org Tukang Kayu @Rp 55,000.00 Rp 5,500.000.0100 Org Kepala Tukang @Rp 60,000.00 Rp 600.000.0050 Org Mandor @Rp 70,000.00 Rp 350.00

Rp 10,950.00Alat

Rp 0.00

1.1.3 Tiap Biaya Air Kerja butuh: Rp 8,000,000.001.0000 Ls Air Kerja @Rp 8,000,000.00 Rp 8,000,000.00

1.1.4 Tiap 1 M2 Gudang Semen dan Alat butuh: Rp 197,700.00Bahan

1.7000 Lnjr 0.0238 M3 Perancah glugu 5/7 @Rp 28,000.00 Rp 47,600.000.3000 Kg Paku Biasa 2"-5" @Rp 20,000.00 Rp 6,000.000.2100 Zak 10.5000 Kg Holcim Semen portland 50kg @Rp 65,000.00 Rp 13,650.000.0300 M3 Pasir Beton @Rp 180,000.00 Rp 5,400.000.0500 M3 Koral Beton @Rp 200,000.00 Rp 10,000.001.5000 Lbr Seng GeloMbang BJLS 32 @Rp 60,000.00 Rp 90,000.00

Rp 172,650.00Tenaga Kerja

0.4000 Org Pekerja @Rp 45,000.00 Rp 18,000.000.1000 Org Tukang Kayu @Rp 55,000.00 Rp 5,500.000.0200 Org Kepala Tukang @Rp 60,000.00 Rp 1,200.000.0050 Org Mandor @Rp 70,000.00 Rp 350.00

Rp 25,050.00Alat

Rp 0.00

1.1.5 Tiap 1 M2 Direksi keet dan Alat butuh: Rp 197,700.00Bahan

1.7000 Lnjr 0.0238 M3 Perancah glugu 5/7 @Rp 28,000.00 Rp 47,600.000.3000 Kg Paku Biasa 2"-5" @Rp 20,000.00 Rp 6,000.00

@Rp @Rp

@Rp

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0.2100 Zak 10.5000 Kg Holcim Semen portland 50kg @Rp 65,000.00 Rp 13,650.000.0300 M3 Pasir Beton @Rp 180,000.00 Rp 5,400.000.0500 M3 Koral Beton @Rp 200,000.00 Rp 10,000.001.5000 Lbr Seng GeloMbang BJLS 32 @Rp 60,000.00 Rp 90,000.00

Rp 172,650.00Tenaga Kerja

0.4000 Org Pekerja @Rp 45,000.00 Rp 18,000.000.1000 Org Tukang Kayu @Rp 55,000.00 Rp 5,500.000.0200 Org Kepala Tukang @Rp 60,000.00 Rp 1,200.000.0050 Org Mandor @Rp 70,000.00 Rp 350.00

Rp 25,050.00Alat

Rp 0.00

1.2 PEKERJAAN GALIAN1.2.1 Tiap 1 M3 Galian Tanah Biasa Sedalam 1 Meter butuh: Rp 20,800.00

Tenaga Kerja0.4000 Org Pekerja @Rp 45,000.00 Rp 18,000.000.0400 Org Mandor @Rp 70,000.00 Rp 2,800.00

Rp 20,800.00

Alat Rp 0.00

1.2.2 Tiap 1 M3 Galian Tanah Biasa Sedalam 2 Meter butuh: Rp 30,640.00Tenaga Kerja

0.6000 Org Pekerja @Rp 45,000.00 Rp 27,000.000.0520 Org Mandor @Rp 70,000.00 Rp 3,640.00

Rp 30,640.00Alat

Rp 0.00

1.2.3 Tiap 1 M3 Galian Tanah Biasa Sedalam 3 Meter butuh: Rp 41,145.00Tenaga Kerja

0.8000 Org Pekerja @Rp 45,000.00 Rp 36,000.000.0735 Org Mandor @Rp 70,000.00 Rp 5,145.00

Rp 41,145.00Alat

Rp 0.00

1.2.4 Tiap 1 M3 Galian Tanah Keras Sedalam 1 Meter butuh: Rp 49,340.00Tenaga Kerja

1.0000 Org Pekerja @Rp 45,000.00 Rp 45,000.000.0620 Org Mandor @Rp 70,000.00 Rp 4,340.00

Rp 49,340.00Alat

Rp 0.00

1.2.7 Tiap 1 M3 Urugan Kembali Galian Tanah butuh: Rp 13,330.00Tenaga Kerja

0.2667 Org Pekerja @Rp 45,000.00 Rp 12,000.000.0190 Org Mandor @Rp 70,000.00 Rp 1,330.00

Rp 13,330.00Alat

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Rp 0.00

1.2.8 Tiap 1 M3 Pemadatan Tanah butuh: Rp 26,000.00Tenaga Kerja

0.5000 Org Pekerja @Rp 45,000.00 Rp 22,500.000.0500 Org Mandor @Rp 70,000.00 Rp 3,500.00

Rp 26,000.00Alat

Rp 0.00

1.3 PEKERJAAN PONDASI BATU KALI1.3.1 Tiap 1 M3 Urugan Pasir Bawah Pondasi butuh: Rp 212,200.00

Bahan1.1000 M3 Pasir urug @Rp 180,000.00 Rp 198,000.00

Rp 198,000.00Tenaga Kerja

0.3000 Org Pekerja @Rp 45,000.00 Rp 13,500.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 14,200.00Alat

Rp 0.00

1.3.2 Tiap 1 M3 Pasangan Pondasi Batu Kosong (Aanstampang) butuh: Rp 319,020.00Bahan

1.2000 M3 Batu Kali @Rp 150,000.00 Rp 180,000.000.4300 M3 Pasir Urug @Rp 180,000.00 Rp 77,400.00

Rp 257,400.00Tenaga Kerja

0.7800 Org Pekerja @Rp 45,000.00 Rp 35,100.000.3900 Org Tukang Batu @Rp 55,000.00 Rp 21,450.000.0390 Org Kepala Tukang @Rp 60,000.00 Rp 2,340.000.0390 Org Mandor @Rp 70,000.00 Rp 2,730.00

Rp 61,620.00Alat

Rp 0.00

1.3.3 Tiap 1 M3 Pasangan Pondasi Batu Kali (1:5) butuh: Rp 480,600.00Bahan

1.1000 M3 Batu Kali @Rp 150,000.00 Rp 165,000.002.0000 Zak 100.00 Kg Holcim Semen portland 50kg @Rp 65,000.00 Rp 130,000.000.4850 M3 Pasir Pasang @Rp 180,000.00 Rp 87,300.00

Rp 382,300.00Tenaga Kerja

0.6500 Org Tukang @Rp 55,000.00 Rp 35,750.000.0550 Org Kepala Tukang @Rp 60,000.00 Rp 3,300.001.2000 Org Pekerja @Rp 45,000.00 Rp 54,000.000.0750 Org Mandor @Rp 70,000.00 Rp 5,250.00

Rp 98,300.00Alat

Rp 0.00

II PEKERJAAN BEKISTING DAN BETON BERTULANG2.1 BEKISTING DAN BETON2.1.1 Tiap 1 M2 Bekisting Sloof butuh: Rp 174,510.00

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Bahan0.3500 Lbr Playwood 9mm @Rp 150,000.00 Rp 52,500.003.2857 Btg 0.0180 M3 Glugu 5/7 @Rp 28,000.00 Rp 92,000.000.3000 kg Paku @Rp 20,000.00 Rp 6,000.000.1000 Lt Minyak Bekisting @Rp 15,000.00 Rp 1,500.00

Rp 152,000.00Tenaga Kerja

0.2500 Org Pekerja @Rp 45,000.00 Rp 11,250.000.1700 Org Tukang Kayu @Rp 55,000.00 Rp 9,350.000.0260 Org Kepala Tukang @Rp 60,000.00 Rp 1,560.000.0050 Org Mandor @Rp 70,000.00 Rp 350.00

Rp 22,510.00

2.1.2 Tiap 1 M2 Bekisting Kolom butuh: Rp 178,010.00Bahan

0.3500 Lbr Playwood 9mm @Rp 150,000.00 Rp 52,500.003.2857 Btg 0.0180 M3 Glugu 5/7 @Rp 28,000.00 Rp 92,000.000.4000 kg Paku @Rp 20,000.00 Rp 8,000.000.2000 Lt Minyak Bekisting @Rp 15,000.00 Rp 3,000.00

Rp 155,500.00Tenaga Kerja

0.2500 Org Pekerja @Rp 45,000.00 Rp 11,250.000.1700 Org Tukang Kayu @Rp 55,000.00 Rp 9,350.000.0260 Org Kepala Tukang @Rp 60,000.00 Rp 1,560.000.0050 Org Mandor @Rp 70,000.00 Rp 350.00

Rp 22,510.00

2.1.3 Tiap 1 M3 Bekisting Balok butuh: Rp 178,010.00Bahan

0.3500 Lbr Playwood 9mm @Rp 150,000.00 Rp 52,500.003.2857 Btg 0.0180 M3 Glugu 5/7 @Rp 28,000.00 Rp 92,000.000.4000 kg Paku @Rp 20,000.00 Rp 8,000.000.2000 Lt Minyak Bekisting @Rp 15,000.00 Rp 3,000.00

Rp 155,500.00Tenaga Kerja

0.2500 Org Pekerja @Rp 45,000.00 Rp 11,250.000.1700 Org Tukang Kayu @Rp 55,000.00 Rp 9,350.000.0260 Org Kepala Tukang @Rp 60,000.00 Rp 1,560.000.0050 Org Mandor @Rp 70,000.00 Rp 350.00

Rp 22,510.00

2.1.4 Tiap 1 M2 Bekisting Plat Lantai butuh: Rp 310,176.67

0.3500 Lbr Playwood 9mm @Rp 150,000.00 Rp 52,500.001.0417 Btg 0.0400 M3 Glugu 8/12 @Rp 100,000.00 Rp 104,166.671.0714 Btg 0.0150 M3 Glugu 5/7 @Rp 28,000.00 Rp 30,000.000.4000 Kg Paku @Rp 20,000.00 Rp 8,000.000.2000 Lt Minyak Bekisting @Rp 15,000.00 Rp 3,000.006.0000 btg Dolken kayu galam @Rp 15,000.00 Rp 90,000.00

Rp 287,666.67Tenaga Kerja

0.2500 Org Pekerja @Rp 45,000.00 Rp 11,250.000.1700 Org Tukang Kayu @Rp 55,000.00 Rp 9,350.000.0260 Org Kepala Tukang @Rp 60,000.00 Rp 1,560.00

Page 21: Contoh RAB Rumah_jasasipil.com

0.0050 Org Mandor @Rp 70,000.00 Rp 350.00 Rp 22,510.00

2.1.5 Tiap 1 M2 Bekisting Dinding Plat butuh: Rp 206,010.00

0.3500 Lbr Playwood 9mm @Rp 150,000.00 Rp 52,500.001.0714 Btg 0.0150 M3 Glugu 5/7 @Rp 28,000.00 Rp 30,000.000.4000 Kg Paku @Rp 20,000.00 Rp 8,000.000.2000 Lt Minyak Bekisting @Rp 15,000.00 Rp 3,000.006.0000 btg Dolken kayu galam @Rp 15,000.00 Rp 90,000.00

Rp 183,500.00Tenaga Kerja

0.2500 Org Pekerja @Rp 45,000.00 Rp 11,250.000.1700 Org Tukang Kayu @Rp 55,000.00 Rp 9,350.000.0260 Org Kepala Tukang @Rp 60,000.00 Rp 1,560.000.0050 Org Mandor @Rp 70,000.00 Rp 350.00

Rp 22,510.00

2.1.6 Tiap 1 M2 Bekisting Pondasi Plat butuh: Rp 83,310.00Bahan

0.3300 Btg Glugu 8/12 @Rp 100,000.00 Rp 33,000.000.6000 Btg Glugu 5/7 @Rp 28,000.00 Rp 16,800.000.4000 Kg Paku @Rp 20,000.00 Rp 8,000.000.2000 Lt Minyak Bekisting @Rp 15,000.00 Rp 3,000.00

Rp 60,800.00Tenaga Kerja

0.2500 Org Pekerja @Rp 45,000.00 Rp 11,250.000.1700 Org Tukang Kayu @Rp 55,000.00 Rp 9,350.000.0260 Org Kepala Tukang @Rp 60,000.00 Rp 1,560.000.0050 Org Mandor @Rp 70,000.00 Rp 350.00

Rp 22,510.00

2.1.7 Tiap 1 M3 Beton 1Pc : 2 Ps : 3Kr butuh: Rp 659,800.00Bahan

4.6400 Zak 232.0000 Kg Holcim Semen portland 50kg @Rp 65,000.00 Rp 301,600.000.5200 M3 Pasir Beton @Rp 180,000.00 Rp 93,600.000.7800 M3 Kerikil Beton @Rp 200,000.00 Rp 156,000.00

Rp 551,200.00Tenaga Kerja

1.6500 Org Pekerja @Rp 45,000.00 Rp 74,250.000.2500 Org Tukang Batu @Rp 55,000.00 Rp 13,750.000.2500 Org Kepala Tukang @Rp 60,000.00 Rp 15,000.000.0800 Org Mandor @Rp 70,000.00 Rp 5,600.00

Rp 108,600.00

2.2 BETON BERTULANG2.2.1 Tiap 1M3 Sloof 15/20 butuh: Rp #NAME?

Bahan

13.3333 Bekisting @Rp 174,510.00 Rp 2,326,800.00

#NAME? Lnjr Besi Beton Polos Ø 12 @Rp 85,248.00 Rp #NAME?#NAME? Lnjr Besi Beton Polos Ø 8 @Rp 48,288.00 Rp #NAME?

2.0040 Kg Kawat Beton @Rp 11,200.00 Rp 22,444.801.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?

M2

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Tenaga Kerja2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

Rp 0.00

2.2.2 Tiap 1M3 Pondasi Plat butuh: Rp #NAME?Bahan

0.5294 Bekisting @Rp 83,310.00 Rp 44,105.29

#NAME? Lnjr Besi Beton Polos Ø 12 @Rp 85,248.00 Rp #NAME?0.7500 Kg Kawat Beton @Rp 11,200.00 Rp 8,400.001.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

Rp 0.00

2.2.3. Tiap 1 M3 Kolom Praktis (15/15) butuh: Rp #NAME?Bahan

13.3333 Bekisting @Rp 178,010.00 Rp 2,373,466.67

#NAME? Lnjr Besi Beton Polos Ø 10 @Rp 59,232.00 Rp #NAME?#NAME? Lnjr Besi Beton Polos Ø 6 @Rp 48,288.00 Rp #NAME?

2.6760 Kg Kawat Beton @Rp 11,200.00 Rp 29,971.201.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

Rp 0.00

2.2.4. Tiap 1 M3 Kolom 15/30 butuh: Rp #NAME?Bahan

13.3333 Bekisting @Rp 178,010.00 Rp 2,373,466.67

#NAME? Lnjr Besi Beton Polos Ø 12 @Rp 85,248.00 Rp #NAME?#NAME? Lnjr Besi Beton Polos Ø 8 @Rp 48,288.00 Rp #NAME?

1.3440 Kg Kawat Beton @Rp 11,200.00 Rp 15,052.801.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.00

M2

M2

M2

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1.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

Rp 0.00

2.2.5. Tiap 1 M3 Kolom 15/50 butuh: Rp #NAME?

Bahan

10.6667 Bekisting @Rp 178,010.00 Rp 1,898,773.33

#NAME? Lnjr Besi Beton Polos Ø 12 @Rp 85,248.00 Rp #NAME?#NAME? Lnjr Besi Beton Polos Ø 8 @Rp 48,288.00 Rp #NAME?

1.3440 Kg Kawat Beton @Rp 11,200.00 Rp 15,052.801.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

Rp 0.00

2.2.6. Tiap 1 M3 Balok 15/20 butuh: Rp #NAME?Bahan

16.6667 Bekisting @Rp 178,010.00 Rp 2,966,833.33

#NAME? Lnjr Besi Beton Polos Ø 12 @Rp 85,248.00 Rp #NAME?#NAME? Lnjr Besi Beton Polos Ø 8 @Rp 48,288.00 Rp #NAME?

2.0040 Kg Kawat Beton @Rp 11,200.00 Rp 22,444.801.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

Rp 0.00

2.2.7. Tiap 1 M3 Balok 15/25 butuh: Rp #NAME?Bahan

14.6667 Bekisting @Rp 178,010.00 Rp 2,610,813.33

#NAME? Lnjr Besi Beton Polos Ø 12 @Rp 85,248.00 Rp #NAME?#NAME? Lnjr Besi Beton Polos Ø 8 @Rp 48,288.00 Rp #NAME?

1.6080 Kg Kawat Beton @Rp 11,200.00 Rp 18,009.601.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.00

M2

M2

M2

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0.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

Rp 0.00

2.2.8. Tiap 1 M3 Balok 15/30 butuh: Rp #NAME?Bahan

13.3333 Bekisting @Rp 178,010.00 Rp 2,373,466.67

#NAME? Lnjr Besi Beton Polos Ø 12 @Rp 85,248.00 Rp #NAME?#NAME? Lnjr Besi Beton Polos Ø 8 @Rp 48,288.00 Rp #NAME?

1.3440 Kg Kawat Beton @Rp 11,200.00 Rp 15,052.801.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

Rp 0.00

2.2.9. Tiap 1 M3 Balok 15/40 butuh: Rp #NAME?Bahan

11.6667 Bekisting @Rp 178,010.00 Rp 2,076,783.33

#NAME? Lnjr Besi Beton Polos Ø 12 @Rp 85,248.00 Rp #NAME?#NAME? Lnjr Besi Beton Polos Ø 8 @Rp 48,288.00 Rp #NAME?

1.0080 Kg Kawat Beton @Rp 11,200.00 Rp 11,289.601.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

Rp 0.00

2.2.10. Tiap 1 M3 Balok 15/10 butuh: Rp #NAME?Bahan

26.6667 Bekisting @Rp 178,010.00 Rp 4,746,933.33

#NAME? Lnjr Besi Beton Polos Ø 8 @Rp 48,288.00 Rp #NAME?#NAME? Lnjr Besi Beton Polos Ø 6 @Rp 48,288.00 Rp #NAME?

4.0080 Kg Kawat Beton @Rp 11,200.00 Rp 44,889.601.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

M2

M2

M2

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Rp 164,000.00Alat

Rp 0.00

2.2.11. Tiap 1 M3 Balok 15/50 butuh: Rp #NAME?Bahan

10.6667 Bekisting @Rp 178,010.00 Rp 1,898,773.33

#NAME? Lnjr Besi Beton Polos Ø 12 @Rp 85,248.00 Rp #NAME?#NAME? Lnjr Besi Beton Polos Ø 8 @Rp 48,288.00 Rp #NAME?

0.8040 Kg Kawat Beton @Rp 11,200.00 Rp 9,004.801.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

Rp 0.00

2.2.12. Tiap 1 M3 Plat Beton butuh: Rp #NAME?Bahan

2.2000 Bekisting @Rp 310,176.67 Rp 682,388.67

#NAME? Lnjr Besi Beton Polos Ø 10 @Rp 59,232.00 Rp #NAME?3.0000 Kg Kawat Beton @Rp 11,200.00 Rp 33,600.001.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

Rp 0.00

2.2.13. Tiap 1 M3 Ring Balok butuh: Rp #NAME?Bahan

13.3333 Bekisting @Rp 178,010.00 Rp 2,373,466.67

#NAME? Lnjr Besi Beton Polos Ø 10 @Rp 59,232.00 Rp #NAME?#NAME? Lnjr Besi Beton Polos Ø 8 @Rp 48,288.00 Rp #NAME?

2.6760 Kg Kawat Beton @Rp 11,200.00 Rp 29,971.201.0000 M3 Beton 1:2:3 @Rp 659,800.00 Rp 659,800.00

Rp #NAME?Tenaga Kerja

2.0000 Org Pekerja @Rp 45,000.00 Rp 90,000.001.3000 Org Tukang Besi @Rp 55,000.00 Rp 71,500.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 164,000.00Alat

M2

M2

M2

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Rp 0.00

2.3. PEKERJAAN DINDING2.3.1. Tiap 1 M2 Pasangan Dinding Batu Bata (1:6) Ukuran 5 x 11 x 22 cm butuh: Rp 91,530.00

Bahan70.0000 Buah Batu Bata 5/11/22 @Rp 700.00 Rp 49,000.000.1660 Zak 8.3000 Kg Holcim Semen portland 50kg @Rp 65,000.00 Rp 10,790.000.0430 M3 Pasir Pasang @Rp 180,000.00 Rp 7,740.00

Rp 67,530.00Tenaga Kerja

0.3500 Org Pekerja @Rp 45,000.00 Rp 15,750.000.1200 Org Tukang Batu @Rp 55,000.00 Rp 6,600.000.0100 Org Kepala Tukang @Rp 60,000.00 Rp 600.000.0150 Org Mandor @Rp 70,000.00 Rp 1,050.00

Rp 24,000.00Alat

Rp 0.00

2.3.2. Tiap 1 M2 Pasangan Dinding Batu Bata (1:2) Ukuran 5 x 11 x 22 cm butuh: Rp 102,025.00Bahan

70.0000 Buah Batu Bata @Rp 700.00 Rp 49,000.000.3790 Zak 18.9500 Kg holcim Semen portland 50kg @Rp 65,000.00 Rp 24,635.000.0380 M3 Pasir Pasang @Rp 180,000.00 Rp 6,840.00

Rp 80,475.00Tenaga Kerja

0.3200 Org Pekerja @Rp 45,000.00 Rp 14,400.000.1000 Org Tukang Batu @Rp 55,000.00 Rp 5,500.000.0100 Org Kepala Tukang @Rp 60,000.00 Rp 600.000.0150 Org Mandor @Rp 70,000.00 Rp 1,050.00

Rp 21,550.00Alat

Rp 0.00

2.3.3. Tiap 1 M2 Pasangan Dinding Granit 60 x 60 butuh: Rp 285,455.00Bahan

3.1000 Bh Granit 60 x 60 ex Niro @Rp 65,000.00 Rp 201,500.000.2000 Zak 5.0000 Kg Semen Perekat Keramik Ex MU-400 @Rp 150,000.00 Rp 30,000.000.0420 M3 Pasir Pasang @Rp 180,000.00 Rp 7,560.000.0300 Zak 1.5000 Kg Semen Warna @Rp 91,500.00 Rp 2,745.00

Rp 241,805.00Tenaga Kerja

0.5100 Org Pekerja @Rp 45,000.00 Rp 22,950.000.3000 Org Tukang Batu @Rp 55,000.00 Rp 16,500.000.0350 Org Kepala Tukang @Rp 60,000.00 Rp 2,100.000.0300 Org Mandor @Rp 70,000.00 Rp 2,100.00

Rp 43,650.00Alat

Rp 0.00

2.3.4. Tiap 1 M2 Pasangan Dinding Batu Alam 15x20 butuh: Rp 421,800.00Bahan

1.1000 m2 Batu Alam 15x20 cm @Rp 300,000.00 Rp 330,000.00

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0.4700 Zak 11.7500 Kg holcim Semen portland 50kg @Rp 65,000.00 Rp 30,550.000.0350 M3 Pasir Pasang @Rp 180,000.00 Rp 6,300.00

Rp 366,850.00Tenaga Kerja

0.7000 Org Pekerja @Rp 45,000.00 Rp 31,500.000.3500 Org Tukang Batu @Rp 55,000.00 Rp 19,250.000.0350 Org Kepala Tukang @Rp 60,000.00 Rp 2,100.000.0300 Org Mandor @Rp 70,000.00 Rp 2,100.00

Rp 54,950.00Alat

Rp 0.00

2.3.5. Tiap 1 M2 Pasangan Roster butuh: Rp 422,216.67Bahan

24.4444 bh Roster 15x30 cm @Rp 15,000.00 Rp 366,666.670.4400 Zak 11.0000 Kg holcim Semen portland 50kg @Rp 65,000.00 Rp 28,600.000.0350 M3 Pasir Pasang @Rp 180,000.00 Rp 6,300.00

Rp 401,566.67Tenaga Kerja

0.3000 Org Pekerja @Rp 45,000.00 Rp 13,500.000.1000 Org Tukang Batu @Rp 55,000.00 Rp 5,500.000.0100 Org Kepala Tukang @Rp 60,000.00 Rp 600.000.0150 Org Mandor @Rp 70,000.00 Rp 1,050.00

Rp 20,650.00Alat

Rp 0.00

2.4. PEKERJAAN KUSEN 2.4.1. Tiap 1 M3 Pasangan Kusen Pintu dan Jendela (Kayu Jati) butuh: Rp 23,511,000.00

Bahan1.1000 M3 Kayu Jati 6/15 @Rp 20,000,000.00 Rp 22,000,000.00

Rp 22,000,000.00Tenaga Kerja

6.0000 Org Pekerja @Rp 45,000.00 Rp 270,000.0020.0000 Org Tukang Kayu @Rp 55,000.00 Rp 1,100,000.002.0000 Org Kepala Tukang @Rp 60,000.00 Rp 120,000.000.3000 Org Mandor @Rp 70,000.00 Rp 21,000.00

Rp 1,511,000.00Alat

Rp 0.00

2.4.2. Tiap 1 M' Pasangan Kusen Aluminium butuh: Rp 172,305.00Bahan

1.1000 M' Aluminium @Rp 150,000.00 Rp 165,000.002.0000 bh Sekrup fixer @Rp 700.00 Rp 1,400.000.0600 tube Sealant @Rp 20,000.00 Rp 1,200.00

Rp 167,600.00Tenaga Kerja

0.0430 Org Pekerja @Rp 45,000.00 Rp 1,935.000.0430 Org Tukang Aluminium @Rp 55,000.00 Rp 2,365.000.0043 Org Kepala Tukang @Rp 60,000.00 Rp 258.000.0021 Org Mandor @Rp 70,000.00 Rp 147.00

Rp 4,705.00Alat

Page 28: Contoh RAB Rumah_jasasipil.com

Rp 0.00

2.4.3. Tiap 1 M' Pasangan Kusen UPVC butuh: Rp 150,305.00Bahan

1.1000 M' UPVC @Rp 130,000.00 Rp 143,000.002.0000 bh Sekrup fixer @Rp 700.00 Rp 1,400.000.0600 tube Sealant @Rp 20,000.00 Rp 1,200.00

Rp 145,600.00Tenaga Kerja

0.0430 Org Pekerja @Rp 45,000.00 Rp 1,935.000.0430 Org Tukang Aluminium @Rp 55,000.00 Rp 2,365.000.0043 Org Kepala Tukang @Rp 60,000.00 Rp 258.000.0021 Org Mandor @Rp 70,000.00 Rp 147.00

Rp 4,705.00Alat

Rp 0.00

III PEKERJAAN KAP DAN ATAP3.1. PEKERJAAN KAP DAN RANGKA ATAP

3.1.1. Tiap 1M' Papan Lisplank (3/20), Bengkirai butuh: Rp 56,450.00Bahan

0.2400 Ljr 0.0072 M3 Bengkirai Papan 3/25 @Rp 160,000.00 Rp 38,400.000.0500 Kg Paku Biasa 2"-5" @Rp 20,000.00 Rp 1,000.00

Rp 39,400.00Tenaga Kerja

0.1000 Org Pekerja @Rp 45,000.00 Rp 4,500.000.2000 Org Tukang Kayu @Rp 55,000.00 Rp 11,000.000.0200 Org Kepala Tukang Kayu @Rp 60,000.00 Rp 1,200.000.0050 Org Mandor @Rp 70,000.00 Rp 350.00

Rp 17,050.00Alat

Rp 0.00

3.1.2. Pemasangan 1 M' Talang Miring BJLS 28 butuh: Rp 1,341,857.67Bahan

0.5000 Lbr Seng Plat 3 x 6 BJLS 28 @Rp 60,000.00 Rp 30,000.000.0150 Kg Paku 1/2'-1" @Rp 20,000.00 Rp 300.007.9167 Btg 0.1900 M3 Kayu Bengkiai 3/20 @Rp 160,000.00 Rp 1,266,666.670.3000 Kg Meni Besi @Rp 65,000.00 Rp 19,500.00

Rp 1,316,466.67Tenaga Kerja

0.0400 Org Pekerja @Rp 45,000.00 Rp 1,800.000.4000 Org Tukang kayu @Rp 55,000.00 Rp 22,000.000.0250 Org Kepala Tukang @Rp 60,000.00 Rp 1,500.000.0013 Org Mandor @Rp 70,000.00 Rp 91.00

Rp 25,391.00Alat

Rp 0.00

3.1.3. Pemasangan 1 M2 Rangka atap baja ringan + kuda-kuda Rp 121,764.00Bahan

1.49 m' C-75 , 0.8 @Rp 13,000.00 Rp 19,344.00

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2.23 m' C-75 , 0.6 @Rp 10,000.00 Rp 22,320.0038.00 bh Baut (screw driver) @Rp 400.00 Rp 15,200.001.60 bh Dynabolt @Rp 7,000.00 Rp 11,200.005.40 m' Reng @Rp 5,000.00 Rp 27,000.000.12 m' Talang jurai @Rp 50,000.00 Rp 6,200.00

Rp 101,264.00Tenaga Kerja

0.1200 Org Pekerja @Rp 45,000.00 Rp 5,400.000.2000 Org Tukang besi @Rp 55,000.00 Rp 11,000.000.0100 Org Kepala Tukang @Rp 60,000.00 Rp 600.000.0500 Org Mandor @Rp 70,000.00 Rp 3,500.00

Rp 20,500.00Alat

Rp 0.00

3.2. PEKERJAAN PENUTUP ATAP3.2.1. Tiap Pemasangan 1 M2 Atap butuh: Rp 151,420.00

Bahan1.1000 M2 Genteng Keramik @Rp 75,000.00 Rp 82,500.001.1000 M2 Aluminium Foil @Rp 50,000.00 Rp 55,000.000.0500 Kg Paku @Rp 20,000.00 Rp 1,000.00

Rp 138,500.00Tenaga Kerja

0.1500 Org Pekerja @Rp 45,000.00 Rp 6,750.000.1000 Org Tukang Kayu @Rp 55,000.00 Rp 5,500.000.0100 Org Kepala Tukang Kayu @Rp 60,000.00 Rp 600.000.0010 Org Mandor @Rp 70,000.00 Rp 70.00

Rp 12,920.00Alat

Rp 0.00

3.2.2. Pemasangan 1 M' Perabung butuh: Rp 177,806.00

Bahan

4.0000 bh Perabung Genteng keramik @Rp 33,600.00 Rp 134,400.00

0.1600 Zak Semen @Rp 65,000.00 Rp 10,400.00

0.0152 M3 Pasir Cor @Rp 180,000.00 Rp 2,736.00

Rp 147,536.00

Tenaga Kerja0.4000 Org Pekerja @Rp 45,000.00 Rp 18,000.000.2000 Org Tukang Batu @Rp 55,000.00 Rp 11,000.000.0200 Org Kepala Tukang batu @Rp 60,000.00 Rp 1,200.000.0010 Org Mandor @Rp 70,000.00 Rp 70.00

Rp 30,270.00Alat

Rp 0.00

IV. PEKERJAAN PLAFON4.1. BALOK PLAFON4.1.1. Tiap 1 M2 Rangka Plafon butuh: Rp 84,975.00

Bahan4.5000 m1 Rangka hollow 4x4 cm @Rp 15,000.00 Rp 67,500.000.0500 Kg Paku skrup @Rp 25,000.00 Rp 1,250.00

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5.0000 m1 Kawat penggantung @Rp 10,000.00 Rp 50,000.00Rp 67,500.00

Tenaga Kerja 0.1600 Org Pekerja @Rp 45,000.00 Rp 7,200.000.1500 Org Tukang Kayu @Rp 55,000.00 Rp 8,250.000.0250 Org Kepala Tukang @Rp 60,000.00 Rp 1,500.000.0075 Org Mandor @Rp 70,000.00 Rp 525.00

Rp 17,475.00Alat

Rp 0.00

4.2. Memasang Plafon 4.2.1. Tiap Memasang 1 M2 Plafond Gypsum butuh: Rp 42,180.00

Bahan0.3640 lbr Gypsum board 9 mm ex Elephant @Rp 70,000.00 Rp 25,480.000.0100 Kg Paku Biasa @Rp 20,000.00 Rp 200.000.0500 roll Kasa gypsum @Rp 15,000.00 Rp 750.000.4500 kg Tepung gypsum Ex Aplus @Rp 5,000.00 Rp 2,250.000.0030 kg Alkasit @Rp 350,000.00 Rp 1,050.000.0500 Kg Paku Sekrup @Rp 25,000.00 Rp 1,250.00

Rp 30,980.00Tenaga Kerja

0.0800 Org Pekerja @Rp 45,000.00 Rp 3,600.000.1200 Org Tukang Kayu @Rp 55,000.00 Rp 6,600.000.0120 Org Kepala Tukang Kayu @Rp 60,000.00 Rp 720.000.0040 Org Mandor @Rp 70,000.00 Rp 280.00

Rp 11,200.00Alat

Rp 0.00

4.2.2. Tiap Memasang Lis Plafond butuh: Rp 38,290.00Bahan

1.0500 m' Profil Gypsum @Rp 25,000.00 Rp 26,250.000.1500 Kg Lem gypsum @Rp 5,000.00 Rp 750.00

Rp 27,000.00Tenaga Kerja

0.2210 Org Pekerja @Rp 45,000.00 Rp 9,945.000.0210 Org Tukang Kayu @Rp 55,000.00 Rp 1,155.000.0020 Org Kepala Tukang Kayu @Rp 60,000.00 Rp 120.000.0010 Org Mandor @Rp 70,000.00 Rp 70.00

Rp 11,290.00Alat

Rp 0.00

V. PEKERJAAN PLASTERAN5.1. PLASTERAN5.1.1. Tiap 1 M2 Plasteran Dinding (1:2) Tebal 20 cm butuh: Rp 38,626.00

Bahan0.1704 Zak 8.5200 Kg Holcim Semen portland 50kg @Rp 65,000.00 Rp 11,076.000.0170 M3 Pasir Pasang @Rp 180,000.00 Rp 3,060.00

Rp 14,136.00Tenaga Kerja

0.3000 Org Pekerja @Rp 45,000.00 Rp 13,500.000.1500 Org Tukang Batu @Rp 55,000.00 Rp 8,250.00

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0.0200 Org Kepala Tukang @Rp 60,000.00 Rp 1,200.000.0220 Org Mandor @Rp 70,000.00 Rp 1,540.00

Rp 24,490.00Alat

Rp 0.00

5.1.2. Tiap 1 M2 Plasteran Dinding (1:4) Tebal 20 cm butuh: Rp 34,850.00Bahan

0.1040 Zak 5.2000 Kg Holcim Semen portland 50kg @Rp 65,000.00 Rp 6,760.000.0200 M3 Pasir Pasang @Rp 180,000.00 Rp 3,600.00

Rp 10,360.00Tenaga Kerja

0.3000 Org Pekerja @Rp 45,000.00 Rp 13,500.000.1500 Org Tukang Batu @Rp 55,000.00 Rp 8,250.000.0200 Org Kepala Tukang @Rp 60,000.00 Rp 1,200.000.0220 Org Mandor @Rp 70,000.00 Rp 1,540.00

Rp 24,490.00Alat

Rp 0.00

5.1.3. Tiap 1 M2 Acian Semen butuh: Rp 17,100.00Bahan

0.0200 Zak 1.0000 Kg Holcim Semen portland 50kg @Rp 65,000.00 Rp 1,300.00Rp 1,300.00

Tenaga Kerja0.2000 Org Pekerja @Rp 45,000.00 Rp 9,000.000.1000 Org Tukang Batu @Rp 55,000.00 Rp 5,500.000.0100 Org Kepala Tukang @Rp 60,000.00 Rp 600.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 15,800.00Alat

Rp 0.00

5.2 Mozaik5.2.1. Tiap 1 M2 Pasangan Dinding Mozaik, Warna butuh: Rp 474,900.00

Bahan25.0000 Bh Mozaik 20 x 20 cm, @Rp 16,000.00 Rp 400,000.000.1860 Zak 9.3000 Kg Semen @Rp 65,000.00 Rp 12,090.000.0180 M3 Pasir Pasang @Rp 180,000.00 Rp 3,240.000.0300 Zak 1.5000 Kg Semen Warna @Rp 91,500.00 Rp 2,745.00

Rp 418,075.00Tenaga Kerja

0.6000 Org Pekerja @Rp 45,000.00 Rp 27,000.000.4550 Org Tukang Batu @Rp 55,000.00 Rp 25,025.000.0450 Org Kepala Tukang @Rp 60,000.00 Rp 2,700.000.0300 Org Mandor @Rp 70,000.00 Rp 2,100.00

Rp 56,825.00Alat

Rp 0.00

VI. PEKERJAAN LANTAI6.1. Urugan Bawah Lantai6.1.1. Tiap 1 M3 Urugan Pasir butuh: Rp 230,200.00

Bahan

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1.2000 M3 Pasir Urug @Rp 180,000.00 Rp 216,000.00Rp 216,000.00

Tenaga Kerja0.3000 Org Pekerja @Rp 45,000.00 Rp 13,500.000.0100 Org Mandor @Rp 70,000.00 Rp 700.00

Rp 14,200.00Alat

Rp 0.00

6.2. Pasangan Lantai 6.2.1. Tiap 1 M2 Pasangan Lantai Kramik 40 x 40 butuh: Rp 178,449.00

Bahan6.0000 Bh Keramik 40x40 ex Roman @Rp 17,000.00 Rp 102,000.000.2276 Zak 11.3800 Kg holcim Semen portland 50kg @Rp 65,000.00 Rp 14,794.000.0420 M3 Pasir Pasang @Rp 180,000.00 Rp 7,560.000.0300 Zak 1.5000 Kg Semen Warna @Rp 91,500.00 Rp 2,745.00

Rp 127,099.00Tenaga Kerja

0.6200 Org Pekerja @Rp 45,000.00 Rp 27,900.000.3500 Org Tukang Batu @Rp 55,000.00 Rp 19,250.000.0350 Org Kepala Tukang @Rp 60,000.00 Rp 2,100.000.0300 Org Mandor @Rp 70,000.00 Rp 2,100.00

Rp 51,350.00Alat

Rp 0.00

6.2.2. Tiap 1 M2 Pasangan Lantai Kramik 15 x 120 butuh: Rp 256,449.00Bahan

6.0000 Bh Keramik 15x120 ex Roman @Rp 30,000.00 Rp 180,000.000.2276 Zak 11.3800 Kg holcim Semen portland 50kg @Rp 65,000.00 Rp 14,794.000.0420 M3 Pasir Pasang @Rp 180,000.00 Rp 7,560.000.0300 Zak 1.5000 Kg Semen Warna @Rp 91,500.00 Rp 2,745.00

Rp 205,099.00Tenaga Kerja

0.6200 Org Pekerja @Rp 45,000.00 Rp 27,900.000.3500 Org Tukang Batu @Rp 55,000.00 Rp 19,250.000.0350 Org Kepala Tukang @Rp 60,000.00 Rp 2,100.000.0300 Org Mandor @Rp 70,000.00 Rp 2,100.00

Rp 51,350.00Alat

Rp 0.00

6.2.3. Tiap 1 M2 Pasangan Lantai Granit 60 x 60 butuh: Rp 261,345.00Bahan

3.1000 Bh Granit 60 x 60 ex Niro @Rp 65,000.00 Rp 201,500.000.1920 Zak 9.6000 Kg holcim Semen portland 50kg @Rp 65,000.00 Rp 12,480.000.0420 M3 Pasir Pasang @Rp 180,000.00 Rp 7,560.000.0300 Zak 1.5000 Kg Semen Warna @Rp 91,500.00 Rp 2,745.00

Rp 224,285.00Tenaga Kerja

0.4100 Org Pekerja @Rp 45,000.00 Rp 18,450.000.3100 Org Tukang Batu @Rp 55,000.00 Rp 17,050.000.0120 Org Kepala Tukang @Rp 60,000.00 Rp 720.00

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0.0120 Org Mandor @Rp 70,000.00 Rp 840.00Rp 37,060.00

AlatRp 0.00

6.2.4. Tiap 1 M2 Pasangan Lantai DS Board Decking butuh: Rp 711,935.00Bahan

1.1000 M2 DS Board decking Ex Bonde @Rp 600,000.00 Rp 660,000.000.1920 Zak 9.6000 Kg holcim Semen portland 50kg @Rp 65,000.00 Rp 12,480.000.0420 M3 Pasir Pasang @Rp 180,000.00 Rp 7,560.000.0300 Zak 1.5000 Kg Semen Warna @Rp 91,500.00 Rp 2,745.00

Rp 682,785.00Tenaga Kerja

0.3100 Org Pekerja @Rp 45,000.00 Rp 13,950.000.2000 Org Tukang Batu @Rp 55,000.00 Rp 11,000.000.0350 Org Kepala Tukang @Rp 60,000.00 Rp 2,100.000.0300 Org Mandor @Rp 70,000.00 Rp 2,100.00

Rp 29,150.00Alat

Rp 0.00

VII. PEKERJAAN PINTU DAN JENDELA7.1. Pintu dan Jendela7.1.1. Pasangan 1 Buah Pintu butuh: Rp 969,600.00

Bahan0.0400 m3 Pintu Panel Jati @Rp 20,000,000.00 Rp 800,000.000.1000 kg Lem kayu @Rp 88,000.00 Rp 8,800.00

Rp 808,800.00Tenaga Kerja

0.8000 Org Pekerja @Rp 45,000.00 Rp 36,000.002.0000 Org Tukang Kayu @Rp 55,000.00 Rp 110,000.000.2000 Org Kepala Tukang @Rp 60,000.00 Rp 12,000.000.0400 Org Mandor @Rp 70,000.00 Rp 2,800.00

Rp 160,800.00Alat

Rp 0.00

7.2. Kaca7.2.1. Pasangan 1 M2 Kaca Tebal 5 MM butuh: Rp 119,835.50

Bahan1.1000 M2 Kaca Bening t = 5 MM @Rp 100,000.00 Rp 110,000.00

Rp 110,000.00Tenaga Kerja

0.0150 Org Pekerja @Rp 45,000.00 Rp 675.000.1500 Org Tukang Kayu @Rp 55,000.00 Rp 8,250.000.0150 Org Kepala Tukang @Rp 60,000.00 Rp 900.000.0002 Org Mandor @Rp 70,000.00 Rp 10.50

Rp 9,835.50Alat

Rp 0.00

7.2.2. Pasangan 1 M2 Kaca Tebal 10 MM Tempert butuh: Rp 449,835.50Bahan

1.1000 M2 Kaca Tempert 10 MM @Rp 400,000.00 Rp 440,000.00

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Rp 440,000.00Tenaga Kerja

0.0150 Org Pekerja @Rp 45,000.00 Rp 675.000.1500 Org Tukang Kayu @Rp 55,000.00 Rp 8,250.000.0150 Org Kepala Tukang @Rp 60,000.00 Rp 900.000.0002 Org Mandor @Rp 70,000.00 Rp 10.50

Rp 9,835.50Alat

Rp 0.00

7.2.3. Pasangan 1 M2 Kaca Tebal 10 mm butuh: Rp 262,835.50Bahan

1.1000 M2 Kaca 10 MM @Rp 230,000.00 Rp 253,000.00Rp 253,000.00

Tenaga Kerja0.0150 Org Pekerja @Rp 45,000.00 Rp 675.000.1500 Org Tukang Kayu @Rp 55,000.00 Rp 8,250.000.0150 Org Kepala Tukang @Rp 60,000.00 Rp 900.000.0002 Org Mandor @Rp 70,000.00 Rp 10.50

Rp 9,835.50Alat

Rp 0.00

7.2.4. Pasangan 1 M2 Pintu Besi Lipat butuh: Rp 1,011,664.00Bahan

1.0000 M2 Plat Besi @Rp 900,000.00 Rp 900,000.00Rp 900,000.00

Tenaga Kerja1.0500 Org Pekerja @Rp 45,000.00 Rp 47,250.001.0500 Org Tukang besi @Rp 55,000.00 Rp 57,750.000.1050 Org Kepala Tukang @Rp 60,000.00 Rp 6,300.000.0052 Org Mandor @Rp 70,000.00 Rp 364.00

Rp 111,664.00Alat

Rp 0.00

7.3. Penggantung/Kunci 7.3.1. Tiap 1 Buah Pasangan Engsel Pintu/Jendela butuh: Rp 206,585.00

Bahan1.0000 Bh Engsel Jendela 3" @Rp 200,000.00 Rp 200,000.00

Rp 200,000.00Tenaga Kerja

0.0100 Org Pekerja @Rp 45,000.00 Rp 450.000.1000 Org Tukang Kayu @Rp 55,000.00 Rp 5,500.000.0100 Org Kepala Tukang @Rp 60,000.00 Rp 600.000.0005 Org Mandor @Rp 70,000.00 Rp 35.00

Rp 6,585.00Alat

Rp 0.00

7.3.2. Tiap 1 Buah Pasangan Kunci Tanam Antik butuh: Rp 139,510.00Bahan

1.0000 Bh Belucci Kunci @Rp 100,000.00 Rp 100,000.00Rp 100,000.00

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Tenaga Kerja0.0600 Org Pekerja @Rp 45,000.00 Rp 2,700.000.6000 Org Tukang Kayu @Rp 55,000.00 Rp 33,000.000.0600 Org Kepala Tukang @Rp 60,000.00 Rp 3,600.000.0030 Org Mandor @Rp 70,000.00 Rp 210.00

Rp 39,510.00Alat

Rp 0.00

VIII. PEKERJAAN PENGECATAN8.1. Tiap 1 M2 Mendempul dan Menggosok Kayu butuh: Rp 7,215.00

Bahan0.0800 Kg Impra DeMpul @Rp 20,000.00 Rp 1,600.000.0200 Kg Pujatex Cat Minyak @Rp 60,000.00 Rp 1,200.00

Rp 2,800.00Tenaga Kerja

0.0400 Org Pekerja @Rp 45,000.00 Rp 1,800.000.0400 Org Tukang Cat @Rp 55,000.00 Rp 2,200.000.0040 Org Kepala Tukang @Rp 60,000.00 Rp 240.000.0025 Org Mandor @Rp 70,000.00 Rp 175.00

Rp 4,415.00Alat

Rp 0.00

8.2. Tiap 1 M2 Mengecat Kayu Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) butuh: Rp 57,990.00Bahan

0.2000 Kg Cat Meni @Rp 65,000.00 Rp 13,000.000.1500 Kg PlaMir @Rp 15,000.00 Rp 2,250.000.1700 Kg Cat Dasar @Rp 28,000.00 Rp 4,760.000.2600 Kg Cat Penutup 2 Kali @Rp 130,000.00 Rp 33,800.00

Rp 53,810.00Tenaga Kerja

0.0700 Org Pekerja @Rp 45,000.00 Rp 3,150.000.0090 Org Tukang Cat @Rp 55,000.00 Rp 495.000.0060 Org Kepala Tukang @Rp 60,000.00 Rp 360.000.0025 Org Mandor @Rp 70,000.00 Rp 175.00

Rp 4,180.00Alat

Rp 0.00

8.3. Tiap 1 M2 Mengecat Tembok Baru Interior(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) butuh: Rp 20,668.00Bahan

0.1000 Kg Paragon PlaMir @Rp 15,000.00 Rp 1,500.000.1000 Kg Altex Cat Dasar @Rp 28,000.00 Rp 2,800.000.2600 Kg Cat Penutup 2x @Rp 50,000.00 Rp 13,000.00

Rp 17,300.00Tenaga Kerja

0.0100 Org Pekerja @Rp 45,000.00 Rp 450.000.0430 Org Tukang Cat @Rp 55,000.00 Rp 2,365.000.0063 Org Kepala Tukang @Rp 60,000.00 Rp 378.000.0025 Org Mandor @Rp 70,000.00 Rp 175.00

Rp 3,368.00

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AlatRp 0.00

8.4. Tiap 1 M2 Mengecat Batu Alam(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) butuh: Rp 32,572.00Bahan

0.1800 Kg Cat batu alam 2x @Rp 160,000.00 Rp 28,800.00Rp 28,800.00

Tenaga Kerja0.0230 Org Pekerja @Rp 45,000.00 Rp 1,035.000.0420 Org Tukang Cat @Rp 55,000.00 Rp 2,310.000.0042 Org Kepala Tukang @Rp 60,000.00 Rp 252.000.0025 Org Mandor @Rp 70,000.00 Rp 175.00

Rp 3,772.00Alat

Rp 0.00

8.5. Tiap 1 M2 Mengecat Pintu Besi butuh: Rp 117,430.00Bahan

0.1100 Kg Cat dasar @Rp 28,000.00 Rp 3,080.000.1700 Kg Cat menie besi @Rp 65,000.00 Rp 11,050.000.0800 Kg Cat minyak besi @Rp 60,000.00 Rp 4,800.00

Rp 18,930.00Tenaga Kerja

0.5000 Org Pekerja @Rp 45,000.00 Rp 22,500.000.8000 Org Tukang Cat @Rp 55,000.00 Rp 44,000.000.3000 Org Kepala Tukang @Rp 60,000.00 Rp 18,000.000.2000 Org Mandor @Rp 70,000.00 Rp 14,000.00

Rp 98,500.00Alat

Rp 0.008.6. Tiap 1 M2 Mengecat Tembok Baru Exterior

(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) butuh: Rp 25,868.00Bahan

0.1000 Kg Paragon PlaMir @Rp 15,000.00 Rp 1,500.000.1000 Kg Altex Cat Dasar @Rp 28,000.00 Rp 2,800.000.2600 Kg Cat Penutup 2x @Rp 70,000.00 Rp 18,200.00

Rp 22,500.00Tenaga Kerja

0.0100 Org Pekerja @Rp 45,000.00 Rp 450.000.0430 Org Tukang Cat @Rp 55,000.00 Rp 2,365.000.0063 Org Kepala Tukang @Rp 60,000.00 Rp 378.000.0025 Org Mandor @Rp 70,000.00 Rp 175.00

Rp 3,368.00Alat

Rp 0.00

IX. PEKERJAAN INSTALASI DAN SANITASI9.1. Tiap Pekerjaan Pemasangan Listrik butuh: Rp 52,860,000.00

Bahan0.0000 Bh Philips Lampu TL Lengkap @Rp 120,000.00 Rp 0.00

30.0000 Bh Lampu Downlight @Rp 250,000.00 Rp 7,500,000.0030.0000 Bh Pitting @Rp 50,000.00 Rp 1,500,000.00

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16.0000 Bh Saklar @Rp 20,000.00 Rp 320,000.0015.0000 Bh Stop Kontak @Rp 50,000.00 Rp 750,000.002.0000 Bh MCB 6 A @Rp 50,000.00 Rp 100,000.002.0000 Bh Kotak MCBN @Rp 180,000.00 Rp 360,000.00

15.0000 Bh Stop Kontak @Rp 50,000.00 Rp 750,000.0030.0000 Bh T-Dos (Kontak Hubung Bagi) @Rp 7,000.00 Rp 210,000.00

550.0000 M' Kabel 3 x 2,5 MM2 @Rp 9,000.00 Rp 4,950,000.00600.0000 M' Pipa Conduit (Pipa Listrik) @Rp 7,000.00 Rp 4,200,000.00

1.0000 Ls KWH (Pasang Baru) @Rp 5,000,000.00 Rp 5,000,000.001.0000 Ls Alat Kecil @Rp 100,000.00 Rp 100,000.002.0000 bh spot light @Rp 240,000.00 Rp 480,000.00

10.0000 bh spot light lantai @Rp 250,000.00 Rp 2,500,000.003.0000 bh Exhaust fan @Rp 350,000.00 Rp 1,050,000.003.0000 bh AC @Rp 3,500,000.00 Rp 10,500,000.003.0000 bh CCTV @Rp 2,500,000.00 Rp 7,500,000.00

100.0000 bh Shock Conduit @Rp 700.00 Rp 70,000.0035.0000 bh Inbow Doos @Rp 6,000.00 Rp 210,000.00

200.0000 bh Stapping Fisher @Rp 300.00 Rp 60,000.003.0000 bh lampu mangkok @Rp 250,000.00 Rp 750,000.00

Rp 48,860,000.00Tenaga Kerja

1.0000 Ls Biaya Pemasangan elektrikal @Rp 4,000,000.00 Rp 4,000,000.00

Rp 4,000,000.00

9.2. Pekerjaan Sanitasi9.2.1. Tiap Pemasangna 1 Buah Kloset Jongkok butuh: Rp 3,820,500.00

Bahan1.0000 Bh Toto Kloset Jongkok @Rp 3,200,000.00 Rp 3,200,000.006.0000 Kg 0.1200 Zak Semen Portland 50 kg @Rp 65,000.00 Rp 390,000.000.0100 M3 Pasir Pasang @Rp 180,000.00 Rp 1,800.00

Rp 3,591,800.00Tenaga Kerja

1.0000 Org Pekerja @Rp 45,000.00 Rp 45,000.001.5000 Org Tukang Batu @Rp 55,000.00 Rp 82,500.001.5000 Org Kepala Tukang @Rp 60,000.00 Rp 90,000.000.1600 Org Mandor @Rp 70,000.00 Rp 11,200.00

Rp 228,700.00Alat

Rp 0.00

9.2.2. Tiap Pemasangan 1 Buah Kloset Duduk butuh: Rp 4,036,260.00Bahan

1.0000 Bh Toto Kloset Duduk @Rp 3,600,000.00 Rp 3,600,000.000.0600 Hk Perlengkapan @Rp 3,600,000.00 Rp 216,000.00

Rp 3,816,000.00Tenaga Kerja

3.3000 Org Pekerja @Rp 45,000.00 Rp 148,500.001.1000 Org Tukang Batu @Rp 55,000.00 Rp 60,500.000.0010 Org Kepala Tukang @Rp 60,000.00 Rp 60.000.1600 Org Mandor @Rp 70,000.00 Rp 11,200.00

Rp 220,260.00Alat

Rp 0.00

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9.2.3. Tiap Pemasangan 1 Bh Floor Draine butuh: Rp 506,900.00Bahan

1.0000 Bh Floor Drain @Rp 500,000.00 Rp 500,000.00Rp 500,000.00

Tenaga Kerja0.0100 Org Pekerja @Rp 45,000.00 Rp 450.000.1000 Org Tukang Batu @Rp 55,000.00 Rp 5,500.000.0100 Org Kepala Tukang @Rp 60,000.00 Rp 600.000.0050 Org Mandor @Rp 70,000.00 Rp 350.00

Rp 6,900.00Alat

Rp 0.00

9.2.4. Memasang 1 Buah Bak Cuci Piring Stainless butuh: Rp 634,905.00Bahan

1.0000 Bh Bak Cuci Stainlees Steel @Rp 500,000.00 Rp 500,000.001.0000 Set Water Draiin + asesorises @Rp 130,000.00 Rp 130,000.00

Rp 630,000.00Tenaga kerja

0.0300 Org Pekerja @Rp 45,000.00 Rp 1,350.000.0300 Org Tukang Batu @Rp 55,000.00 Rp 1,650.000.0300 Org Kepala Tukang @Rp 60,000.00 Rp 1,800.000.0015 Org Mandor @Rp 70,000.00 Rp 105.00

Rp 4,905.00Alat

Rp 0.00

9.2.5. Memasang 1 Wastafel butuh: Rp 2,178,530.00Bahan

1.0000 Bh Wastafel @Rp 1,800,000.00 Rp 1,800,000.000.1200 Hk Perlengkapan @Rp 1,800,000.00 Rp 216,000.000.1200 Zak 6.0000 Kg Semen Abu-Abu @Rp 91,500.00 Rp 10,980.000.0100 M3 Pasir Pasang @Rp 180,000.00 Rp 1,800.00

Rp 2,028,780.00Tenaga Kerja

1.2000 Org Pekerja @Rp 45,000.00 Rp 54,000.001.4500 Org Tukang Batu @Rp 55,000.00 Rp 79,750.000.1500 Org Kepala Tukang @Rp 60,000.00 Rp 9,000.000.1000 Org Mandor @Rp 70,000.00 Rp 7,000.00

Rp 149,750.00Alat

Rp 0.00

9.2.6. Memasang 1 M2 Multiplek Finihing HPL butuh: Rp 490,500.00Bahan

1.1000 M2 Multiplek @Rp 150,000.00 Rp 165,000.001.1000 M2 HPL @Rp 150,000.00 Rp 165,000.000.3000 ls Perlengkapan + Lem @Rp 150,000.00 Rp 45,000.00

Rp 375,000.00Tenaga Kerja

1.2000 Org Pekerja @Rp 45,000.00 Rp 54,000.001.0000 Org Tukang kayu @Rp 55,000.00 Rp 55,000.000.0500 Org Kepala Tukang @Rp 60,000.00 Rp 3,000.00

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0.0500 Org Mandor @Rp 70,000.00 Rp 3,500.00Rp 115,500.00

AlatRp 0.00

9.2.7. Memasang Perlengkapan sanitair toilet butuh: Rp 26,840,000.00Bahan

3.0000 Bh Jet washer Ex Toto TB19CSMCR @Rp 200,000.00 Rp 600,000.003.0000 Bh Tempat tisu Ex Toto TS116R @Rp 280,000.00 Rp 840,000.002.0000 Bh Cermin @Rp 1,000,000.00 Rp 2,000,000.002.0000 Bh Tirai @Rp 900,000.00 Rp 1,800,000.003.0000 Bh Robehook Ex Toto TX 704 AE @Rp 600,000.00 Rp 1,800,000.001.0000 Bh Ember Plastik @Rp 100,000.00 Rp 100,000.001.0000 Bh Single Lever shower mixer Ex Toto 4 @Rp 1,300,000.00 Rp 1,300,000.003.0000 Bh Shower Ex TX492SESM Toto @Rp 2,500,000.00 Rp 7,500,000.003.0000 Bh Towel ex Toto TX 48 @Rp 1,500,000.00 Rp 4,500,000.002.0000 Bh Tandon Air 1200 L @Rp 1,700,000.00 Rp 3,400,000.00

Rp 23,840,000.00Tenaga Kerja

1.0000 Ls Biaya Pemasangan Sanitary @Rp 3,000,000.00 Rp 3,000,000.00

Rp 3,000,000.00

9.2.8. Memasang Pipa PVC AW 100 mm Per M' butuh: Rp 78,035.00Bahan

1.2000 M Pipa PVC AW dia.100 mm @Rp 42,500.00 Rp 51,000.000.3500 Hb Perlengkapan @Rp 42,500.00 Rp 14,875.00

Rp 65,875.00Tenaga Kerja

0.0810 Org Pekerja @Rp 45,000.00 Rp 3,645.000.1350 Org Tukang Batu @Rp 55,000.00 Rp 7,425.000.0135 Org Kepala Tukang @Rp 60,000.00 Rp 810.000.0040 Org Mandor @Rp 70,000.00 Rp 280.00

Rp 12,160.00Alat

Rp 0.00

9.2.9. Memasang Pipa PVC AW 80 mm Per M' butuh: Rp 60,597.50Bahan

1.2000 M Pipa PVC AW dia.80 mm @Rp 31,250.00 Rp 37,500.000.3500 Hb Perlengkapan @Rp 31,250.00 Rp 10,937.50

Rp 48,437.50Tenaga Kerja

0.0810 Org Pekerja @Rp 45,000.00 Rp 3,645.000.1350 Org Tukang Batu @Rp 55,000.00 Rp 7,425.000.0135 Org Kepala Tukang @Rp 60,000.00 Rp 810.000.0040 Org Mandor @Rp 70,000.00 Rp 280.00

Rp 12,160.00Alat

Rp 0.00

9.2.10. Memasang Pipa PVC AW 50 mm Per M' butuh: Rp 34,212.50Bahan

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1.2000 M Pipa PVC AW dia.50 mm @Rp 18,750.00 Rp 22,500.000.3500 Hb Perlengkapan @Rp 18,750.00 Rp 6,562.50

Rp 29,062.50Tenaga Kerja

0.0300 Org Pekerja @Rp 45,000.00 Rp 1,350.000.0600 Org Tukang Batu @Rp 55,000.00 Rp 3,300.000.0060 Org Kepala Tukang @Rp 60,000.00 Rp 360.000.0020 Org Mandor @Rp 70,000.00 Rp 140.00

Rp 5,150.00Alat

Rp 0.00

9.2.11. Memasang Pipa PVC AW 32 mm Per M' butuh: Rp 22,587.50Bahan

1.2000 M Pipa PVC AW dia.32 mm @Rp 11,250.00 Rp 13,500.000.3500 Hb Perlengkapan @Rp 11,250.00 Rp 3,937.50

Rp 17,437.50Tenaga Kerja

0.0300 Org Pekerja @Rp 45,000.00 Rp 1,350.000.0600 Org Tukang Batu @Rp 55,000.00 Rp 3,300.000.0060 Org Kepala Tukang @Rp 60,000.00 Rp 360.000.0020 Org Mandor @Rp 70,000.00 Rp 140.00

Rp 5,150.00Alat

Rp 0.00

9.2.12. Memasang Pipa PVC AW 25 mm Per M' butuh: Rp 18,712.50Bahan

1.2000 M Pipa PVC AW dia.25 mm @Rp 8,750.00 Rp 10,500.000.3500 Hb Perlengkapan @Rp 8,750.00 Rp 3,062.50

Rp 13,562.50Tenaga Kerja

0.0300 Org Pekerja @Rp 45,000.00 Rp 1,350.000.0600 Org Tukang Batu @Rp 55,000.00 Rp 3,300.000.0060 Org Kepala Tukang @Rp 60,000.00 Rp 360.000.0020 Org Mandor @Rp 70,000.00 Rp 140.00

Rp 5,150.00Alat

Rp 0.00

9.2.13. Memasang Pipa GIP 32 mm Per M' butuh: Rp 136,900.00Bahan

1.2000 M Pipa GIP dia.32 mm @Rp 85,000.00 Rp 102,000.000.3500 Hb Perlengkapan @Rp 85,000.00 Rp 29,750.00

Rp 131,750.00Tenaga Kerja

0.0300 Org Pekerja @Rp 45,000.00 Rp 1,350.000.0600 Org Tukang Batu @Rp 55,000.00 Rp 3,300.000.0060 Org Kepala Tukang @Rp 60,000.00 Rp 360.000.0020 Org Mandor @Rp 70,000.00 Rp 140.00

Rp 5,150.00Alat

Rp 0.00

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9.2.14. Memasang Pipa GIP 25 mm Per M' butuh: Rp 105,900.00Bahan

1.2000 M Pipa GIP dia.25 mm @Rp 65,000.00 Rp 78,000.000.3500 Hb Perlengkapan @Rp 65,000.00 Rp 22,750.00

Rp 100,750.00Tenaga Kerja

0.0300 Org Pekerja @Rp 45,000.00 Rp 1,350.000.0600 Org Tukang Batu @Rp 55,000.00 Rp 3,300.000.0060 Org Kepala Tukang @Rp 60,000.00 Rp 360.000.0020 Org Mandor @Rp 70,000.00 Rp 140.00

Rp 5,150.00Alat

Rp 0.00

9.2.15. Memasang Pipa GIP 20 mm Per M' butuh: Rp 74,900.00Bahan

1.2000 M Pipa GIP dia.20 mm @Rp 45,000.00 Rp 54,000.000.3500 Hb Perlengkapan @Rp 45,000.00 Rp 15,750.00

Rp 69,750.00Tenaga Kerja

0.0300 Org Pekerja @Rp 45,000.00 Rp 1,350.000.0600 Org Tukang Batu @Rp 55,000.00 Rp 3,300.000.0060 Org Kepala Tukang @Rp 60,000.00 Rp 360.000.0020 Org Mandor @Rp 70,000.00 Rp 140.00

Rp 5,150.00Alat

Rp 0.00

9.2.16. Memasang Pipa GIP 15 mm Per M' butuh: Rp 59,400.00Bahan

1.2000 M Pipa GIP dia.15 mm @Rp 35,000.00 Rp 42,000.000.3500 Hb Perlengkapan @Rp 35,000.00 Rp 12,250.00

Rp 54,250.00Tenaga Kerja

0.0300 Org Pekerja @Rp 45,000.00 Rp 1,350.000.0600 Org Tukang Batu @Rp 55,000.00 Rp 3,300.000.0060 Org Kepala Tukang @Rp 60,000.00 Rp 360.000.0020 Org Mandor @Rp 70,000.00 Rp 140.00

Rp 5,150.00Alat

Rp 0.00

9.2.17. Memasangan 1 Kran Air Ø 3/4" atau 1/2" butuh: Rp 213,650.00Bahan

1.0000 Bh Kran air Ø 3/4" atau 1/2" @Rp 200,000.00 Rp 200,000.000.0250 Rol Seal tape @Rp 270,000.00 Rp 6,750.00

Rp 206,750.00Tenaga Kerja

0.0100 Org Pekerja @Rp 45,000.00 Rp 450.000.1000 Org Tukang Batu @Rp 55,000.00 Rp 5,500.000.0100 Org Kepala Tukang @Rp 60,000.00 Rp 600.000.0050 Org Mandor @Rp 70,000.00 Rp 350.00

Rp 6,900.00

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AlatRp 0.00

X. PEKERJAAN PERLENGKAPAN LUAR10.1. Tiap 1 M3 Rabat Beton (1:3:5) butuh: Rp 838,800.00

Bahan4.3600 Zak holcim Semen portland 50kg @Rp 65,000.00 Rp 283,400.000.5200 M3 Pasir cor @Rp 180,000.00 Rp 93,600.000.8700 M3 Kerikil Beton @Rp 200,000.00 Rp 174,000.00

Rp 551,000.00Upah kerja

5.0000 Org Pekerja @Rp 45,000.00 Rp 225,000.000.8000 Org Tukang batu @Rp 55,000.00 Rp 44,000.000.0800 Org Kepala tukang @Rp 60,000.00 Rp 4,800.000.2000 Org Mandor @Rp 70,000.00 Rp 14,000.00

Rp 287,800.00Alat

Rp 0.00

10.2. Tiap 1Buah Bak Kontrol butuh: Rp 489,700.00Bahan126.0000 Bh Batu Bata @Rp 700.00 Rp 88,200.00

2.2800 Zak 114.0000 Kg holcim Semen portland 50kg @Rp 65,000.00 Rp 148,200.000.1840 M3 Pasir Pasang @Rp 180,000.00 Rp 33,120.000.0330 M3 Kerikil Beton @Rp 200,000.00 Rp 6,600.004.8500 Kg Besi Beton @Rp 8,000.00 Rp 38,800.000.1200 M3 Pasir Cor @Rp 180,000.00 Rp 21,600.00

Rp 336,520.00Tenaga Kerja

2.2600 Org Pekerja @Rp 45,000.00 Rp 101,700.000.7200 Org Tukang Batu @Rp 55,000.00 Rp 39,600.000.0720 Org Kepala Tukang @Rp 60,000.00 Rp 4,320.000.1080 Org Mandor @Rp 70,000.00 Rp 7,560.00

Rp 153,180.00Alat

Rp 0.00

10.3. Pembuatan 1 Buah Septictank butuh: Rp 8,804,057.205.0400 M3 Galian Tanah Biasa Sedalam 2 M @Rp 30,640.00 Rp 154,425.600.2520 M3 Urugan Pasir @Rp 212,200.00 Rp 53,474.402.5000 M3 Beton @Rp 659,800.00 Rp 1,649,500.00

33.7200 M2 Bekisting Plat @Rp 206,010.00 Rp 6,946,657.20Rp 8,804,057.20

AlatRp 0.00

10.4. Pembuatan 1 Unit Resapan 1.2 M Dalam 2 M butuh: Rp #NAME?

2.2619 Galian tanah @Rp 30,640.00 Rp 69,306.05

0.4524 Pas. Batu kosong @Rp 150,000.00 Rp 67,858.40

0.4524 Pas. Kerikil @Rp 200,000.00 Rp 90,477.87

0.4524 Pas. Pasir @Rp 180,000.00 Rp 81,430.08

0.2250 Plat beton bertulang tebal 10cm @Rp #NAME? Rp #NAME?

Rp #NAME?Alat

M3

M3

M3

M2

M3

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Rp 0.00

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VOLUME PEKERJAAN

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VOLUME PEKERJAAN

NO URAIAN PEKERJAAN VOLUME SAT

I. PEKERJAAN PONDASI

1.1. Pekerjaan Persiapan

1.1.1. Pembersihan Lapangan 200.00

1.1.2. Pemasangan Bouplank/Pengukuran 60.00 M

1.1.3. Pengadaan Air Kerja 1.00 Ls

1.1.4. Pembuatan Gudang Semen dan Alat 15.00

1.1.5.Direksi keet 10.00

1.2. Pekerjaan Galian

1.2.1. Galian Tanah Biasa 1 Meter (kolam) 17.29

1.2.2. Galian Tanah Biasa 2 Meter 205.34

1.2.3. Galian Tanah Biasa 2.5 Meter 40.00

1.2.4. Galian Tanah Keras 1 Meter 0.00

1.2.5. Galian Tanah Cadas 1 Meter 0.00

1.2.6. Galian Tanah Lumpur 1 Meter 0.00

1.2.7. Urugan Kembali Galian 231.32

1.2.8. Pemadatan Tanah 100.00

1.3. Pemasangan Pondasi Batu Kali

1.3.1. Urugan Pasir Bawah Pondasi 19.97

1.3.2. Pasangan Pondasi Batu Kosong 29.95

1.3.3. Pasangan Pondasi Batu Kali 101.38

II. PEKERJAAN BETON

2.1. Beton Bertulang

2.1.1. Sloof 15 x 25 4.80 M3

2.1.2. Pondasi Plat 5.00 M3

2.1.2. Kolom 15 x 15 5.45 M3

2.1.3. Kolom 15 x 30 6.00 M3

2.1.4. Kolom 15 x 50 1.95 M3

2.1.25. Balok 15 x 20 3.00 M3

2.1.26. Balok 15 x 25 0.60 M3

2.1.27. Balok 15 x 30 2.70 M3

2.1.28. Balok 15 x 40 1.00 M3

2.1.29. Balok 15 x 10 0.50 M3

M2

M2

M2

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

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2.1.30. Balok 15 X 50 0.50 M3

2.1.46. Plat Dag Beton 5.50 M3

2.1.49. Plat Beton Kolam 7.00 M3

2.1.49. Plat Beton Dudukan wastafel kitchen 0.36 M3

2.1.49. Waterproofing 100.00 M2

III. PEKERJAAN DINDING

3.1. Dinding

3.1.1. Pasangan Dinding 1/2 Bata (1:4) 482.55 M2

3.1.2. Pasangan Dinding 1/2 Bata (1:2) 0.00 M2

3.1.2. Pasangan Dinding Batu alam 50x20 (wall treatmen) 32.96 M2

3.1.2. Pasangan Dinding Granite 60x60 127.02 M2

3.1.2. Pasangan Roster 15x30 10.80 M2

3.1.2. Pasangan mozaik 5.00 M2

3.2. Kusen

3.2.1. Kusen Pintu dan Jendela 1.10

3.2.2. Bout-bout/Angker 5.00 Kg

3.2.3. Kusen Aluminium 75 x 50 mm 33.00 M

3.2.4. Kusen Aluminium 60 x 40 mm 21.00 M

3.2.4. Kusen UPVC 5.80 M

IV. PEKERJAAN KAP DAN ATAP

4.1. Kap dan Rangka Atap

4.1.1. Balok Dinding 8/12 0.00

4.1.2. Pekerjaan Kuda-Kuda 0.00

4.1.3. Pekerjaan Rangka Atap 187.55 M2

4.1.4. Pekerjaan Listplank 3/25 15.00 M2

4.1.5. Pekerjaan Papan Reuter 3/25 20.00 M'

4.1.6. Nog dan Gording 8/12 0.00

4.1.7. Pekerjaan Talang 0.00 M'

4.2. Atap

4.2.1. Pemasangan Atap 187.55 M2

4.2.2. Pemasangan Perabung 20.00

V. PEKERJAAN PLAFOND

M3

M3

M3

M3

M3

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5.1. Balok Plafond

5.1.1. Rangka Plafon 220.00 M2

5.2. Memasang Plafond

5.2.1. Memasang Plafond Gypsum 220.00 M2

5.2.2. Memasang Lis Plafond 180.00 M'

VI. PEKERJAAN PLASTERAN DAN ACIAN

6.1. Plasteran

6.1.1. Plasteran Dinding (1:2) 0.00 M2

6.1.2. Plasteran Dinding (1:4) 880.00 M2

6.1.3. Acian 810.00 M2

6.2. Turap Porslen

6.2.1. Pasangan Turap Porslent 0.00 M2

VII. PEKERJAAN LANTAI

7.1. Urugan Bawah Lantai

7.1.1. Urugan Tanah 60.00 M3

7.1.2. Urugan Pasir 20.00 M3

7.2. Pasangan Lantai

7.2.1. Pasangan Lantai Kramik 40 x 40 76.00 M2

7.2.2. Pasangan Lantai Kramik 15 x 120 3.48 M2

7.2.3. Pasangan Lantai Granit 60 x 60 108.23 M2

7.2.4. Pasangan Lantai DS Board Decking Ex Bode 9.80 M2

VIII. PEKERJAAN PINTU DAN JENDELA

8.1. Pintu dan Jendela

8.1.1. Pasangan Pintu 9.00 Bh

8.1.2. Pasangan Jendela 0.00 M2

8.2. Kaca

8.2.1. Pasangan Kaca Tebal 5 mm BENING 7.56 M2

8.2.1. Pasangan Kaca Tebal 10 mm tempert 37.44 M2

8.2.1. Pasangan Kaca Tebal 10 mm bening 2.08 M2

8.2.1. Pasangan Kaca Tebal 5 mm buram 3.75 M2

8.3. Penggantung/Kunci

8.3.1. Pasangan Engsel Pintu 36.00 Bh

8.3.2. Pasangan Engsel Jendela 12.00 Bh

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8.3.3. Pasangan Kunci Taman Antik 4.00 Bh

8.4. Besi

8.3.1. Pasangan pintu besi 16.10 M2

IX. PEKERJAAN PENGECATAN

9.1. Mendempul dan Mrnggosok Kayu 45.00 M2

9.2. Mengecat Kayu Baru

(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) 45.00 M2

9.3. Mengecat Tembok Baru Interior

(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) 510.00 M2

9.4. Mengecat Tembok Baru Exterior

(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) 300.00 M2

9.5. Mengecat Plafond

(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) 220.00 M2

9.6. Mengecat Besi

(meni besi) 32.20 M2

X. PEKERJAAN INTERIOR

Multiplek Ruang Kitchen 33.32 M2

HPL Ruang Kitchen 33.32 M2

Multiplek Ruang Toilet 2.04 M2

HPL Ruang Toilet 2.04 M2

XI. PEKERJAAN PERLENGKAPAN DALAM

11.1. Listrik

10.1.1. Pasangan Lampu down light 30.00 Bh

10.1.2. Pemasangan Stop Kontak 15.00 Bh

10.1.3. Pemasangan Lampu TL 0.00 Bh

10.1.4. Pemasangan MCB 2.00 Bh

10.1.5. Pemasangan Kabel Jaringan 550.00 M'

10.1.6. Pitting lampu 30.00 Bh

10.1.7. Pemasangan Sakelar 16.00 Bh

10.1.7. Pemasangan spot light 2.00 Bh

10.1.7. Pemasangan spot light lantai 10.00 Bh

10.1.7. Pemasangan lampu mangkok 3.00 Bh

10.1.7.Exhaust fan 3.00 Bh

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10.1.7.AC 3.00 Bh

10.1.7.CCTV 3.00 Bh

10.1.7.Tee Dos 30.00 Bh

10.1.7.Shock Conduit 100.00 Bh

10.1.7.Inbow Doos 35.00 Bh

10.1.7. Stapping Fisher 200.00 Bh

10.1.7. Pipa Conduit 600.00 M'

11.2. Sanitair dan Instalasi Air

10.2.1. Pemasangna Kloset Jongkok 1.00 Unit

10.2.2. Pemasangan Kloset Duduk 2.00 Unit

10.2.3. Pemasangan Floor Draine 8.00 Bh

10.2.4. Pemasangan Bak Cuci Piring 2.00 Bh

10.2.5. Pemasangan Wastafel Ex Toto LW542J 3.00 Bh

10.2.5. Jet washer Ex Toto TB19CSMCR 3.00 Bh

10.2.5.Tempat tisu Ex Toto TS116R 3.00 Bh

10.2.5 Cermin 2.00 Bh

10.2.5 Tirai 2.00 Bh

10.2.5 Robehook Ex Toto TX 704 AE 3.00 Bh

10.2.5 Multiplek 20 mm m2

10.2.5 HPL m2

10.2.5 Ember Plastik 1.00 Bh

10.2.5 Single Lever shower mixer Ex Toto 405SB 1.00 Bh

10.2.5 Shower Ex TX492SESM Toto 3.00 Bh

10.2.5 Towel ex Toto TX 48 3.00 Bh

10.2.5 Tandon Atas stainless 2.00 bh

10.2.6. Pem. Pipa Gip. Dia. 15 mm 20.00 M'

10.2.7. Pem. Pipa Gip. Dia. 20 mm 17.00 M'

10.2.8. Pipa Gip. Dia. 25 mm 30.00 M'

10.2.8. Pem. Pipa Gip. Dia. 32 mm 41.00 M'

10.2.8. Pem. Pipa PVC AW. Dia. 25 mm 70.00 M'

10.2.8. Pem. Pipa PVC AW. Dia. 32 mm 12.00 M'

10.2.8. Pem. Pipa PVC AW. Dia. 50 mm 18.00 M'

10.2.8. Pem. Pipa PVC AW. Dia. 80 mm 20.00 M'

10.2.8. Pem. Pipa PVC AW. Dia. 100 mm 66.00 M'

10.2.10. Pem. Kran Air Ø 3/4" atau 1/2" 2.00 Bh

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10.2.10. Pem. Kran Air Ø 1" 3.00 Bh

10.2.10. Water Heater 1.00 Bh

10.2.10. Pompa Air 3.00 Bh

10.2.10. ELBOW Gip. Screw dia. 15 mm 16.00 Bh

10.2.10. ELBOW Gip. Screw dia. 20 mm 7.00 Bh

10.2.10. ELBOW Gip. Screw dia. 25 mm 21.00 Bh

10.2.10. ELBOW Gip. Screw dia. 32 mm 10.00 Bh

10.2.10. TEE Gip. Screw dia. 32x20 mm 4.00 Bh

10.2.10. TEE Gip. Screw dia. 25x25 mm 2.00 Bh

10.2.10. TEE Gip. Screw dia. 20x15 mm 5.00 Bh

10.2.10. REDUCER Gip. Screw dia. 32x20 mm 2.00 Bh

10.2.10. REDUCER Gip. Screw dia. 25x15 mm 2.00 Bh

10.2.10. REDUCER Gip. Screw dia. 20x15 mm 4.00 Bh

10.2.10. SHOCK Gip. Screw dia. 32 mm 4.00 Bh

10.2.10. SHOCK Gip. Screw dia. 25 mm 4.00 Bh

10.2.10. GATE VALVE Screw dia. 25 mm 3.00 Bh

10.2.10. GATE VALVE Screw dia. 32 mm 2.00 Bh

10.2.10. ELBOW PVC 90° Kelas D dia. 25 mm 28.00 bh

10.2.10. ELBOW PVC 90° Kelas D dia. 32 mm 4.00 bh

10.2.10. ELBOW PVC 90° Kelas D dia. 50 mm 8.00 bh

10.2.10. ELBOW PVC 90° Kelas D dia. 80 mm 12.00 bh

10.2.10. ELBOW PVC 90° Kelas D dia. 100 mm 6.00 bh

10.2.10. TY PVC 90° Kelas D dia. 100x100 mm 2.00 bh

10.2.10. TY PVC 90° Kelas D dia. 100x32 mm 1.00 bh

10.2.10. TY PVC 90° Kelas D dia. 50x50 mm 8.00 bh

10.2.10. TY PVC 90° Kelas D dia. 32x32 mm 4.00 bh

10.2.10. TEE PVC Kelas D dia. 100x25 mm 2.00 bh

10.2.10. REDUCER PVC Kelas D dia. 50x32 mm 2.00 bh

10.2.10. REDUCER PVC Kelas D dia. 32x25 mm 3.00 bh

10.2.10. LEM PVC 3.00 klg

XII. PEKERJAAN PERLENGKAPAN LUAR

12.1. Saluran Keliling 0.00 M'

12.2. Rabat Beton (1:3:5) 8.70 M2

12.3. Bak Kontrol 5.00 Bh

12.4. Resapan 3.00 Bh

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12.5. Septictank 2.50 M3

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DAFTAR HARGA MATERIAL

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Page 55: Contoh RAB Rumah_jasasipil.com

DAFTAR HARGA BAHAN DAN SATUAN UPAH

NO URAIAN SATUAN

HARGA

KETSATUAN

(RUPIAH)

A UPAH:

1 Mandor hari 70,000.00

2 Kepala Tukang hari 60,000.00

3 Tukang hari 55,000.00

4 Pekerja hari 45,000.00

B BAHAN/MATERIAL

1 Air Kerja ls 8,000,000.00

2 Alkali Resisting kg 50,000.00

3 Cat Dasar kg 28,000.00

4 Cat Kayu kg 65,000.00

5 Cat Meni kg 65,000.00

6 Cat Tembok Exterior ex Dulux weathershield kg 35,000.00

7 Cat Tembok Interior ex Catylac kg 25,000.00

8 Kloset Duduk ex toto CW 421J bh 3,600,000.00

9 Amplas lbr 3,000.00

10 Anti Lumut kg 90,000.00

11 Genteng Keramik m2 75,000.00

12 AW Pipa PVC Ø 1" m 12,500.00

13 AW Pipa PVC Ø 1/2" m 7,500.00

14 AW Pipa PVC Ø 3/4" m 10,000.00

15 AW Pipa PVC Ø 3" m 42,500.00

16 Batu Bata bh 700.00

17 Batu Batako 10/20/40 bh 4,000.00

18 Batu Kali 150,000.00

19 Belucci Kunci set 100,000.00

20 Besi Polos Ø 10 mm kg 8,000.00

21 Besi Polos Ø 12 mm kg 8,000.00

22 Besi Polos Ø 16 mm kg 8,000.00

23 Besi Polos Ø 8 mm kg 8,000.00

24 Besi Polos Ø 10 mm lnjr 59,232.00

25 Besi Polos Ø 12 mm lnjr 85,248.00

m3

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26 Besi Polos Ø 16 mm lnjr 192,960.00

27 Besi Polos Ø 8 mm lnjr 48,288.00

28 Besi Strip kg 9,000.00

29 Falco Engsel Pintu 5 " bh 200,000.00

30 Gypsum 9 mm ex elephant lbr 70,000.00

31 Keramik 40x40 bh 10,000.00

32 Impra Dempul kg 20,000.00

33 Keramik 30x30 bh 9,000.00

34 Indocement Semen Warna 50 kg zak 91,500.00

35 Jendela Kaca/Jalusi Miring bh 350,000.00

36 Kaca Bening t = 5 mm m2 100,000.00

37 Kaca Hitam t = 5 mm m2 110,000.00

38 Kawat Bendrad kg 10,750.00

39 Kawat Beton kg 11,200.00

40 Kawat Duri m' 1,400.00

41 Kayau Meranti Papan 3/20 (Kls. 2) 5,500,000.00

42 Kayau Meranti Papan 3/20 (Kls. 2) btg 152,000.00

43 Kayu Meranti Balok 5/7 (Kls. 2) m3 5,500,000.00

44 Kayu Meranti Balok 5/7 (Kls. 2) btg 152,000.00

45 Kayu Bengkirai Balok (Kls. 1) m3 10,000,000.00

46 Kayu Bengkirai Papan (Kls. 1) m3 10,000,000.00

47 Kayu Bengkirai Balok 5/10 (Kls. 1) btg 64,000.00

48 Kayu Bengkirai Balok 5/7 (Kls. 1) btg 64,000.00

49 Kayu Bengkirai Balok 2/3 (Kls. 1) btg 64,000.00

50 Kayu Bengkirai Balok 8/12 (Kls. 1) btg 180,000.00

51 Kayu Bengkirai Papan 3/20 (Kls. 1) btg 160,000.00

52 Kerikil Beton m3 200,000.00

53 Kran Air bh 200,000.00

54 Kuas 4" bh 25,000.00

55 Westafel Toto LW542 J bh 1,800,000.00

56 List Profil m' 25,000.00

57 Lock Wiondow bh 45,000.00

58 Minyak Bekisting lt 15,000.00

59 Nicole Kunci set 156,800.00

60 Nok Surya Roof 100 mm bh

61 Nok Genteng Keramik bh 33,600.00

62 Paku Biasa 2" - 5" kg 20,000.00

m3

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63 Paku Sekrup dos 25,000.00

64 Paragon Plamir kg 15,000.00

65 Pasir Cor 180,000.00

66 Pasir Pasang 180,000.00

67 Pasir urug 180,000.00

68 Perlatan Kecil ls 100,000.00

69 T-Dos (Kontak Hubung Bagi) b 7,000.00

70 Aluminium Foil m2 50,000.00

71 Playwood t = 6 mm lbr 90,000.00

72 Playwood t = 9 mm lbr 150,000.00

73 Playwood t =3 mm lbr 70,000.00

74 Pujatex Cat Minyak kg 60,000.00

75 Reservoir/Tangki Air 1200 L bh 1,700,000.00

76 Rol Cat bh 10,000.00

77 Seng Gelombang BJLS 32 lbr 60,000.00

78 Sirtu m3 150,000.00

79 Talang Air PVC btg 80,000.00

80 Tanah Urug 70,000.00

81 Toto Kloset Jongkok ex Toto CE7 bh 3,200,000.00

82 Holcim Semen Portland 50 kg zak 65,000.00

83 Bak Cuci Stainless bh 500,000.00

84 Tulangan kg 14,308.25

85 Floor Drain ex Toto TX 1BN Bh 500,000.00

86 Water Drain dan Asesories Bh 130,000.00

87 Pipa PVC Listrik (Conduit) m 7,000.00

88 Saklar Tunggal Bh 20,000.00

89 Kabel NYY 2.5 mm2 m 9,000.00

90 Kabel NYY 1.5 mm2 m 8,000.00

91 Fitting Lampu bh 50,000.00

92 Inbouw Doss bh 8,000.00

93 Perlengkapan (Isolasi, Paku, Klem, Samb) set 10,000.00

94 Stop Kontak bh 50,000.00

95 Lampu Neon Lengkap bh 120,000.00

96 Box MCB bh 180,000.00

97 Seng Plat 3 x 6 BJLS 28 lbr 60,000.00

98 MCB 6A bh 50,000.00

99 Mozaik Niro 30x30 bh 16,000.00

m3

m3

m3

m3

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100 Keramik 40x40 ex Roman bh 17,000.00

101 Granit 60x60 bh 65,000.00

102 Batu Alam 50x20 m2 300,000.00

103 Roster 15x30 bh 15,000.00

104 Lampu downlight bh 250,000.00

105 Shower Ex TX492SESM Toto bh 2,500,000.00

106 Towel ex Toto TX 48 bh 1,500,000.00

107 Bambu btg 15,000.00

108 C-75 , 0.8 m' 13,000.00

109 C-75 , 0.6 m' 10,000.00

110 Baut (screw driver) bh 400.00

111 Dynabolt bh 7,000.00

112 Reng m' 5,000.00

113 Talang jurai m' 50,000.00

114 Hollow galvalum 4x4 m' 15,000.00

115 Kasa gypsum roll 15,000.00

116 Tepung gypsum Ex Aplus kg 5,000.00

117 Alkasit kg 350,000.00

118 kawat Penggantung m' 10,000.00

119 MU-400 (1 zak=25 kg) zak 150,000.00

120 Kayu Jati m3 20,000,000.00

121 Aluminium 75 x 50 mm Ex Alexindo m' 150,000.00

122 Aluminium 60 x 40 mm Ex Alexindo m' 140,000.00

123 Sekrup Fixer bh 700.00

124 Sealant 70 gram tube 20,000.00

125 UPVC m' 130,000.00

126 Lem kayu kg 88,000.00

127 Kaca 10 mm tempert m2 400,000.00

128 Kaca 10 mm m2 230,000.00

129 Cat batu alam ex Propan kg 80,000.00

130 spot light bh 240,000.00

131 spot light lantai bh 250,000.00

132 Exhaust fan bh 350,000.00

133 AC bh 3,500,000.00

134 CCTV bh 2,500,000.00

135 Shock Conduit bh 700.00

136 Inbow Doos bh 6,000.00

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137 Stapping Fisher bh 300.00

138 lampu mangkok bh 250,000.00

139 Pasang kwh ls 5,000,000.00

140 Pintu Besi m2 900,000.00

141 Pipa Gip. Dia. 15 mm m 35,000.00

142 Pipa Gip. Dia. 20 mm m 45,000.00

143 Pipa Gip. Dia. 25 mm m 65,000.00

144 Pipa Gip. Dia. 32 mm m 85,000.00

145 Pipa PVC AW. Dia. 25 mm m 8,750.00

146 Pipa PVC AW. Dia. 32 mm m 11,250.00

147 Pipa PVC AW. Dia. 50 mm m 18,750.00

148 Pipa PVC AW. Dia. 80 mm m 31,250.00

149 Pipa PVC AW. Dia. 100 mm m 42,500.00

150 Water Heater bh 5,000,000.00

151 Pompa Air bh 8,000,000.00

152 Jet washer Ex Toto TB19CSMCR bh 200,000.00

153 Tempat tisu Ex Toto TS116R bh 280,000.00

154 Cermin bh 1,000,000.00

155 Tirai bh 900,000.00

156 Robehook Ex Toto TX 704 AE bh 600,000.00

157 Multiplek 20 mm m2 150,000.00

158 HPL m2 150,000.00

159 Ember Plastik bh 100,000.00

160 Single Lever shower mixer Ex Toto 405SB bh 1,300,000.00

161 Board decking Ex Bonde m2 600,000.00

162 Keramik 15 x120 bh 30,000.00

163 Kayu glugu 5/7x400 bh 28,000.00

164 Kayu glugu 8/12x400 bh 100,000.00

165 Hollow galvalum 2x2 m 13,000.00

166 Aluminium Foil m2 50,000.00

Page 60: Contoh RAB Rumah_jasasipil.com

URAIAN PEKERJAAN

I. PEKERJAAN PONDASI1.1. Pekerjaan Persiapan

1.1.1. Pembersihan Lapangan 200.00

1.1.2. Pemasangan Bouplank/Pengukuran 60.00 M1.1.3. Pengadaan Air Kerja 1.00 Ls

1.1.4. Pembuatan Gudang Semen dan Alat 15.00

1.1.5. Dereksi Keet 10.00

1.2. Pekerjaan Galian

1.2.1. Galian Tanah Biasa 1 Meter (kolam) 17.29

1.2.2. Galian Tanah Biasa 2 Meter 205.34

1.2.3. Galian Tanah Biasa 2.5 Meter 40.00

1.2.4. Galian Tanah Keras 1 Meter

1.2.5. Galian Tanah Cadas 1 Meter

1.2.6. Galian Tanah Lumpur 1 Meter

1.2.7. Urugan Kembali Galian 231.32

1.2.8. Pemadatan Tanah 100.00

1.3. Pemasangan Pondasi Batu Kali

1.3.1. Urugan Pasir Bawah Pondasi 19.97

1.3.2. Pasangan Pondasi Batu Kosong 29.95

1.3.3. Pasangan Pondasi Batu Kali 101.38

II. PEKERJAAN BETON2.1. Beton Bertulang

2.1.1. Sloof 15 x 25 4.80

2.1.2. Pondasi Plat 5.00

2.1.2. Kolom 15 x 15 5.45

2.1.3. Kolom 15 x 30 6.00

2.1.4. Kolom 15 x 50 1.95

2.1.6. Kolom 20 x 20

2.1.7. Kolom 20 x 25

2.1.8. Kolom 20 x 30

2.1.9. Kolom 20 x 35

2.1.10. Kolom 20 x 40

2.1.11. Kolom 25 x 25

2.1.12. Kolom 25 x 30

2.1.13. Kolom 25 x 35

2.1.14. Kolom 25 x 40

2.1.15. Kolom 25 x 45

2.1.16. Kolom 25 x 50

2.1.17. Kolom 30 x 30

M2

M2

M2

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

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2.1.18. Kolom 30 x 35

2.1.19. Kolom 30 x 40

2.1.20. Kolom 35 x 45

2.1.21. Kolom 35 x 50

2.1.22. Kolom 40 x 40

2.1.23. Kolom 40 x 45

2.1.24. Kolom 40 x 50

2.1.25. Balok 15 x 20 3.00

2.1.26. Balok 15 x 25 0.60

2.1.27. Balok 15 x 30 2.70

2.1.28. Balok 15 x 40 1.00

2.1.29. Balok 15 x 10 0.50

2.1.30. Balok 15 X 50 0.50

2.1.30. Balok 15 X 50

2.1.32. Balok 20 x 40

2.1.33. Balok 25 x 25

2.1.34. Balok 25 x 30

2.1.35. Balok 25 x 35

2.1.36. Balok 25 x 40

2.1.37. Balok 25 x 45

2.1.38. Balok 25 x 50

2.1.39. Balok 30 x 30

2.1.39. Balok 30 x 35

2.1.40. Balok 30 x 40

2.1.41. Balok 35 x 45

2.1.42. Balok 35 x 50

2.1.43. Balok 40 x 40

2.1.44. Balok 40 x 45

2.1.45. Balok 40 x 50

2.1.46. Plat Dag Beton 5.50

2.1.47. Ring Balok

2.1.48. Tangga

2.1.49. Plat Beton Kolam 7.00

2.1.49. Plat Beton Dudukan wastafel kitchen 0.36

2.1.49. Waterproofing 100.00 M2

2.2. Beton Tak Bertulang

2.2.1. Beton Cor 1 : 2 : 3

III. PEKERJAAN DINDING3.1. Dinding

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

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3.1.1. Pasangan Dinding 1/2 Bata (1:4) 440.00 M23.1.2. Pasangan Dinding 1/2 Bata (1:2) M23.1.2. Pasangan Dinding Batu alam 50x20 (wall treatmen) 32.96 M23.1.2. Pasangan Dinding Granite 60x60 27.41 M2

3.2. Kusen

3.2.1. Kusen Pintu dan Jendela 1.10

3.2.2. Bout-bout/Angker 5.00 Kg3.2.3. Kusen Aluminium 75 x 50 mm 33.00 M3.2.4. Kusen Aluminium 60 x 40 mm 21.00 M

IV. PEKERJAAN KAP DAN ATAP4.1. Kap dan Rangka Atap

4.1.1. Balok Dinding 8/12

4.1.2. Pekerjaan Kuda-Kuda

4.1.3. Pekerjaan Rangka Atap M24.1.4. Pekerjaan Listplank 2/20 15.00 M24.1.5. Pekerjaan Papan Reuter 3/25 20.00 M'

4.1.6. Nog dan Gording 8/12

4.1.7. Pekerjaan Talang M'4.2. Atap

4.2.1. Pemasangan Atap 187.55 M2 3.85

4.2.2. Pemasangan Perabung 20.00

V. PEKERJAAN PLAFOND5.1. Balok Plafond

5.1.1. Rangka Plafon 220.00 M25.2. Memasang Plafond

5.2.1. Memasang Plafond Gypsum 220.00 M25.2.2. Memasang Lis Plafond 180.00 M'

VI. PEKERJAAN PLASTERAN DAN ACIAN6.1. Plasteran

6.1.1. Plasteran Dinding (1:2) M26.1.2. Plasteran Dinding (1:4) 880.00 M26.1.3. Acian 810.00 M2

6.2. Turap Porslen6.2.1. Pasangan Turap Porslent M2

VII. PEKERJAAN LANTAI7.1. Urugan Bawah Lantai

7.1.1. Urugan Tanah 60.00 M37.1.2. Urugan Pasir 20.00 M3

7.2. Pasangan Lantai7.2.1. Pasangan Lantai Kramik 40 x 40 76.00 M27.2.2. Pasangan Lantai Kramik 15 x 120 3.48 M27.2.3. Pasangan Lantai Granit 60 x 60 108.23 M2

M3

M3

M3

M3

M3

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7.2.3. Pasangan Dinding KM Granit 60 x 60 80.00 M27.2.3. Pasangan Dinding KM Mozaik 5.00 M2

VIII. PEKERJAAN PINTU DAN JENDELA8.1. Pintu dan Jendela

8.1.1. Pasangan Pintu 9.00 Bh8.1.2. Pasangan Jendela M2

8.2. Kaca8.2.1. Pasangan Kaca Tebal 5 mm BENING 7.56 M28.2.1. Pasangan Kaca Tebal 10 mm tempert 37.44 M28.2.1. Pasangan Kaca Tebal 10 mm bening 2.08 M28.2.1. Pasangan Kaca Tebal 5 mm buram 3.75 M2

8.3. Penggantung/Kunci8.3.1. Pasangan Engsel Pintu 36.00 Bh8.3.2. Pasangan Engsel Jendela 12.00 Bh8.3.3. Pasangan Kunci Taman Antik 4.00 Bh

8.3. Pintu Besi8.3.1. Pasangan pintu besi 16.10 m2

IX. PEKERJAAN PENGECATAN9.1. Mendempul dan Mrnggosok Kayu 45.00 M29.2. Mengecat Kayu Baru

(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) 45.00 M29.3. Mengecat Tembok Baru Interior

(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) 510.00 M29.4. Mengecat Plafond

(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) 220.00 M29.5 Mengecat Besi 32.20 M29.3. Mengecat Tembok Baru Exterior

(1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup) 300.00 M2

X. PEKERJAAN PAGAR10.1 Pasangan Bata Merah 42.55 M210.1 Pasangan Roster 15x30 cm 10.80 M210.1 Pasangan Dinding Granit 60x60 19.61 M2

X. PEKERJAAN PERLENGKAPAN DALAM10.1. Listrik

10.1.1. Pasangan Lampu down light 30.00 Bh10.1.2. Pemasangan Stop Kontak 15.00 Bh10.1.3. Pemasangan Lampu TL Bh10.1.4. Pemasangan MCB 2.00 Bh10.1.5. Pemasangan Kabel Jaringan 350.00 M'10.1.6. Pitting lampu 30.00 Bh10.1.7. Pemasangan Sakelar 16.00 Bh

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10.1.7. Pemasangan spot light 2.00 Bh10.1.7. Pemasangan spot light lantai 10.00 Bh10.1.7. Pemasangan lampu mangkok 3.00 Bh10.1.7.Exhaust fan 3.00 Bh10.1.7.AC 3.00 Bh10.1.7.CCTV 3.00 Bh

10.2. Sanitair dan Instalasi Air10.2.1. Pemasangna Kloset Jongkok 1.00 Unit10.2.2. Pemasangan Kloset Duduk 2.00 Unit10.2.3. Pemasangan Floor Draine 8.00 Bh10.2.4. Pemasangan Bak Cuci Piring 2.00 Bh10.2.5. Pemasangan Wastafel 3.00 Bh10.2.6. Pem. Pipa Air Ø 3" Per M' M'10.2.7. Pem. Pipa Air Ø 3/4" AW Per M' M'10.2.8. Pem. Pipa Air Ø 1/2" AW Per M' M'10.2.8. Pem. Pipa Air Ø 1" AW Per M' 16.00 M'10.2.10. Pem. Kran Air Ø 3/4" atau 1/2" 2.00 Bh10.2.10. Pem. Kran Air Ø 1" 3.00 Bh10.2.10. Water Heater 1.00 Bh10.2.10. Pompa Air 3.00 Bh

XI. PEKERJAAN PERLENGKAPAN LUAR11.1. Saluran Keliling M'11.2. Rabat Beton (1:3:5) 8.70 M211.3. Bak Kontrol 50x50 5.00 buah11.4. Resapan 3.00 buah11.5. Septictank 2.50 M3

NO URAIAN QTYA. AIR BERSIH :

- Pipa Gip. Dia. 15 mm 20- Pipa Gip. Dia. 20 mm 17- Pipa Gip. Dia. 25 mm 30- Pipa Gip. Dia. 32 mm 41

* FITTING - FITTING :- ELBOW Gip. Screw dia. 15 mm 16- ELBOW Gip. Screw dia. 20 mm 7- ELBOW Gip. Screw dia. 25 mm 21- ELBOW Gip. Screw dia. 32 mm 10- TEE Gip. Screw dia. 32x20 mm 4- TEE Gip. Screw dia. 25x25 mm 2- TEE Gip. Screw dia. 20x15 mm 5- REDUCER Gip. Screw dia. 32x20 2- REDUCER Gip. Screw dia. 25x15 2- REDUCER Gip. Screw dia. 20x15 4- SHOCK Gip. Screw dia. 32 mm 4

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- SHOCK Gip. Screw dia. 25 mm 4- GATE VALVE Screw dia. 25 mm 3- GATE VALVE Screw dia. 32 mm 2

B. AIR HUJAN,AIR KOTOR,AIR BEKAS,& VENT :- Pipa PVC AW. Dia. 25 mm 70- Pipa PVC AW. Dia. 32 mm 12- Pipa PVC AW. Dia. 50 mm 18- Pipa PVC AW. Dia. 80 mm 20- Pipa PVC AW. Dia. 100 mm 66

* FITTING - FITTING :- 28

- 4

- 8

- 12

- 6

- 2

- 1

- 8

- 4

- TEE PVC Kelas D dia. 100x25 2

- REDUCER PVC Kelas D dia. 50 2

- REDUCER PVC Kelas D dia. 32 3- LEM PVC 3

C. ELEKTRIKAL :- Kabel inst. Penerangan,stop kon 400- Kabel inst. CCTV Kabel RG 6 60- Kabel inst. Power CCTV Kabel 60- Pipa conduit 200- Shock conduit 100- Klem conduit 100- Tee doos 30- Inbow doos 35- Staping fisher 200

ELBOW PVC 90° Kelas D dia. 25 mm

ELBOW PVC 90° Kelas D dia. 32 mm

ELBOW PVC 90° Kelas D dia. 50 mm

ELBOW PVC 90° Kelas D dia. 80 mm

ELBOW PVC 90° Kelas D dia. 100 mm

TY PVC 90° Kelas D dia. 100x100 mm

TY PVC 90° Kelas D dia. 100x32 mm

TY PVC 90° Kelas D dia. 50x50 mm

TY PVC 90° Kelas D dia. 32x32 mm

Page 66: Contoh RAB Rumah_jasasipil.com

Galian footplate

As dinding B L H

1-G 1-A 10.85 FP1 0.8 0.8 2.5

1-G 10-G 19.845 FP2 1 1 2.5

10-G 10-B 19.845 FP3 1 1.2 2.5

B-6 A-6 2

a-6 A-1 11.15

B-C C-2 3.8 Beton footplate

C-3 C-4 4.1 B L HC-4 C-5 4 FP1 0.6 0.6 0.4

E-1 E-2 3 FP2 0.8 0.8 0.4

F-3 F-5 6.65 FP3 0.8 1 0.4

D-6 D-10 8.7c-8 c-10 2.8C'-8 c'10 2.8 Beton KolomB-2 c-2 2.45 B L H

c-3 f-3 6.4 K1 0.15 0.15 4

3'-B 3'-c 3.15 k2 0.15 0.3 6.5

b-4 c-4 4.45 k3 0.15 0.5 6.5

d-6 G-6 2.8

D-7 G-7 2.8D-9 G-9 2.8

C-9 C'-9 1.95

c'9 C'-10 2

128.34

As balok p b l lapis v KODE

A-1 G-1 10.85 0.15 0.2 2 0.651 B15/20

G-1 G-6 11.15 0.15 0.2 2 0.669 B15/20

G-6 G-10 5.5 0.15 0.3 2 0.495 B15/30

B-1 B-6 11.15 0.15 0.2 1 0.3345 B15/20

A-1 A-6 11.15 0.15 0.2 2 0.669 B15/20

F-1 F-6 11.15 0.15 0.4 1 0.669 B15/40

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F'-1 F'5 11 0.1 0.15 1 0.165 B15/10

D-6 D-10 8.7 0.15 0.3 1 0.3915 B15/30

C'-8 C'-10 2.8 0.15 0.2 1 0.084 B15/20

C-8 C-10 2.8 0.15 0.3 1 0.126 B15/30

C-8 C-10 2.8 0.1 0.15 1 0.042 B15/10

B-6 B-8 5.9 0.15 0.3 1 0.2655 B15/30

B-6 B-8 5.9 0.15 0.5 1 0.4425 B15/50

B-8 B-10 2.8 0.15 0.2 1 0.084 B15/20

A-6 A-9 7.2 0.15 0.25 1 0.27 B15/25

F-7 F-9 3.6 0.15 0.2 1 0.108 B15/20

A-6 B-6 1.3 0.15 0.2 1 0.039 B15/20

B-10 G-10 10.45 0.15 0.3 2 0.9405 B15/30

D-9 G-9 2.8 0.15 0.3 1 0.126 B15/30

D-7 G-7 2.8 0.15 0.3 1 0.126 B15/30

D-6 G-6 2.8 0.15 0.3 1 0.126 B15/30

F-7 G-7 1.8 0.1 0.15 1 0.027 B15/10

Dudukan wastafel kitchen 6 0.15 0.25 1 0.225 B15/25

TOPI BETON 9.9 0.1 0.15 1 0.1485 B15/10

7.224

Plat Kolam

elevasi P L T V Luas elevasi P

2.63 0.6 11.75 0.1 0.705 7.05 12.85

2.58 0.6 1.3 0.1 0.078 0.78

2.58 0.6 5 0.1 0.3 3

2.7 0.8 6.4 0.1 0.512 5.12

3.5 2.8 4.9 0.12 1.6464 13.72

3.5 1.9 2.8 0.12 0.6384 5.32

2.53 1.2 3.45 0.12 0.4968 4.14

3.5 3.2 2.8 0.12 1.0752 8.96

5.4518 48.09 84.07

As dinding P T L openingan1-G 1-A 10.85 6.5 70.525 P1 0.91-G 10-G 19.845 4.3 85.3335 P2 0.8

10-G 10-B 19.845 4.4 87.318 P3 0.9B-6 A-6 2 3.25 6.5 P4 0.8a-6 A-1 11.15 3.25 36.2375 P5 0.9B-2 C-2 3.8 3.7 14.06 P6 0.9

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C-3 C-4 4.1 3.7 15.17 PF1 5.8F-3 F-5 6.65 3.7 24.605 PF2 3.35D-6 D-10 8.7 4.5 39.15 J4 0.85c-8 c-10 2.8 3.7 10.36 PL 5.75C'-8 c'10 2.8 3.7 10.36 J1 0.9B-2 c-2 2.45 3.7 9.065 J2 1.5

c-3 f-3 6.4 3.7 23.68 J3 1.53'-B 3'-c 3.15 3.7 11.655 BV1 0.45b-4 c-4 4.45 3.7 16.465 BV2 0.45d-6 G-6 2.8 3.7 10.36 BV3 0.45D-7 G-7 2.8 3.7 10.36 BV4 0.45D-9 G-9 2.8 3.7 10.36 PJC-9 C'-9 1.95 3.7 7.215c'9 C'-10 2 3.7 7.4

121.34 506.179

242.68 438.4065876.813

4.5

7.2.3. Pasangan Lantai Granit 60 x 60plint (m) Total keramik

R. Tidur Anak 9.75 12.5 11R. Tidur Utama 17.325 16.9 19.015R. Keluarga 34.9125 23.8 37.2925dapur 8.96 12 10.16

77.4675 85.21425

7.2.3. Pasangan Lantai keramik 40x40

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Garasi 45.195 35.1 48.705R. Jemur 9.02 16 10.62R. Pembantu 8.11 15.9 9.7Gudang 5.32 9.4 6.26

75.285

7.2.3. Pasangan Lantai keramik 15x120Santai 4.2 9.4 5.14

7.2.3. Pasangan dinding mozaikDapur 3.05 0.6 1.83Dapur 0.4 0.8 0.32Dapur 1.66 1 1.66

3.81 4.191

7.2.3. Pasangan Lantai Batu alam2

7.2.3. Pasangan Lantai kaca 10 mm tempert1.5

7.2.3. Pasangan Lantai DS-Board decking ex BondeR. tamu 6.9

7.2.3. Pasangan Lantai Granit 60 x 60plint (m) Total keramik

Toilet lantai A 5.305 5.305toilet dinding A 28.83 28.83 65.76

Toilet lantai B 5.1 5.1 12.13

toilet dinding B 24.925 24.925Toilet lantai C 1.725 1.725toilet dinding C 12.005 12.005

77.89

kaca

P5 0.6 2.1 1 1.26 5 mmP6 0.6 2.1 1 1.26 5 mmPF1 5.8 2.4 1 13.92 10 mm tempertPF2 3.35 2.4 1 8.04 10 mm tempertJ4 0.85 2.45 1 2.0825 10 mmPJ 6.45 2.4 1 15.48 10 mm tempertJ1 0.8 1.4 2 2.24 5 mmJ2 1.4 0.6 1 0.84 5 mm

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J3 1.4 1.4 1 1.96 5 mmBV1 1.75 0.6 1 1.05 5 mm ESBV2 1.4 0.6 1 0.84 5 mm ESBV3 1.5 0.6 1 0.9 5 mm ESBV4 1.6 0.6 1 0.96 5 mm ES

SAT HARGA SATUANTOTAL HARGA

mmmm

bhbhbhbhbhbh bhbh bhbhbh

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bhbhbh

mmmmm

bh

bh

bh

bh

bh

bh

bh

bh

bh

bh

bh

bhklg

m 520mm btgbhbhbhbh bh

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Jumlah Vol

14 22.4

10 25

4 12

28 59.4

Jumlah Vol14 2.016

10 2.56

4 1.28

28 5.856

Jumlah Vol

28 2.52

24 7.02

4 1.95

56 11.49

B15/20 2.6385

B15/30 2.5965

B15/40 0.669

B15/10 0.3825

B15/50 0.4425

B15/25 0.495

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7.224

L T V L

2.8 0.15 5.397 35.98

kusen B L Panjang Daun Tebal Luas2.4 2 4.32 0.15 0.055 11.4 0.04 4.322.4 2 3.84 0.15 0.055 11.2 0.04 3.84

2.4 2 4.32 0.15 0.055 11.4 0.04 4.322.4 1 1.92 UPVC 5.62.4 1 2.16 0.15 0.055 5.7 0.04 0.7922.4 1 2.16 0.15 0.055 5.7 0.04 0.792

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2.4 1 13.92 16.42.4 1 8.04 11.5

2.45 1 2.0825 6.62.8 1 16.1 17.11.5 2 2.7 0.075 0.05 9.6 0.06 0.04

0.75 1 1.125 0.075 0.05 4.5 0.06 0.04

1.5 1 2.25 0.075 0.05 6 20.1 0.06 0.041.8 1 0.81 3.91.4 1 0.63 4.11.5 1 0.6751.6 1 0.72

11.7

9 67.7725

21 130.7

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Volume sat0.26685 m3

0.246 m3

0.26685 m3m3

0.078705 m30.078705 m3 0.93711

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9.6 m al4.5 m al

6 m 20.1 al

0.93711

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PERHITUNGAN JUMLAH BERAT TULANGAN PER M3 BETON PADA TIAP ELEMEN KONSTRUKSI

No. Tipe konstruksiPnjng Ekivalen=1m3 Kbthn. Tul Brt Tul Berat per Kbthn Pnjng Luasan

Jumlah Begellbr tg panj (mm) (Kg/m') 1m' (kg) per m3 (kg) Per M3 bkstng (m2)

A. Tulangan Pokok1 Balok sloof 15 x 20 0.15 0.20 33.33 4 Ø 12.0 #NAME? ### #NAME? #NAME? 13.3333 166.67 1672 Kolom 15 x 15 0.15 0.15 44.44 4 Ø 10.0 #NAME? ### #NAME? #NAME? 13.3333 222.22 2235 Kolom 15 x 30 0.15 0.30 22.22 8 Ø 12.0 #NAME? ### #NAME? #NAME? 13.3333 111.11 112

25 Balok 15 x 20 0.15 0.20 33.33 4 Ø 12.0 #NAME? ### #NAME? #NAME? 16.6667 166.67 16726 Balok 15 x 25 0.15 0.25 26.67 4 Ø 12.0 #NAME? ### #NAME? #NAME? 14.6667 133.33 13427 Balok 15 x 30 0.15 0.30 22.22 4 Ø 12.0 #NAME? ### #NAME? #NAME? 13.3333 111.11 11247 Balok ring 15x15 0.15 0.15 44.44 4 Ø 8.0 #NAME? ### #NAME? #NAME? 13.3333 222.22 22348 Pondasi Plat 0.25 0.09 2.94 47 Ø 12.0 #NAME? ### #NAME? #NAME? 0.529449 Plat tebal 12 cm 1.00 1.00 1.10 10 Ø 10.0 #NAME? ### #NAME? #NAME? 2.200050 Tangga Beton 0.12 0.18 25.46 19 Ø 10.0 #NAME? ### #NAME? #NAME? 9.163851 Balok gantung 15cmx25cm 0.15 0.25 26.67 1 Ø 10.0 #NAME? ### #NAME? #NAME? 17.3333 133.33 13452 Balok gantung 15cmx30cm 0.15 0.30 22.22 1 Ø 10.0 #NAME? ### #NAME? #NAME? 16.6667 111.11 11253 Plat deck 50 cm 0.50 0.10 20.00 1 Ø 8.0 #NAME? ### #NAME? #NAME? 14.000054 Plat deck 110 cm 1.10 0.10 9.09 1 Ø 10.0 #NAME? ### #NAME? #NAME? 10.909155 Talang cor 0.50 0.10 20.00 1 Ø 8.0 #NAME? ### #NAME? #NAME? 14.0000 100.00 10056 Kolom 15 x 50 0.15 0.50 13.33 12 Ø 12.0 #NAME? ### #NAME? #NAME? 10.6667 66.67 11227 Balok 15 x 40 0.15 0.40 16.67 4 Ø 12.0 #NAME? ### #NAME? #NAME? 11.6667 83.33 8428 Balok 15 x 10 0.15 0.10 66.67 4 Ø 8.0 #NAME? ### #NAME? #NAME? 26.6667 333.33 33429 Balok 15 x 50 0.15 0.50 13.33 6 Ø 12.0 #NAME? ### #NAME? #NAME? 10.6667 66.67 67

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PERHITUNGAN JUMLAH BERAT SENGKANG PER M3 BETON PADA TIAP ELEMEN KONSTRUKSI

No. Tipe konstruksiPnjng Ekivalen=1m3 Kbthn. Tul Brt Tul Berat per Kbthn Pnjng Kebutuhan Kawat lbr tg panj (mm) (Kg/m') 1m' (kg) per m3 (kg) Per M3 Beton

B. Beugel/sengkang dan tul. bagi1 Balok sloof 15 x 20 0.10 0.15 0.58 167 Ø 8.0 #NAME? ### #NAME? #NAME? 2.0040 Kg2 Kolom 15x15 0.10 0.10 0.48 223 Ø 8.0 #NAME? ### #NAME? #NAME? 2.6760 Kg3 Kolom 15x20 0.10 0.15 0.58 167 Ø 8.0 #NAME? ### #NAME? #NAME? 2.0040 Kg4 Kolom 15x25 0.10 0.20 0.68 134 Ø 6.0 #NAME? ### #NAME? #NAME? 1.6080 Kg5 Kolom 15x30 0.10 0.25 0.78 112 Ø 8.0 #NAME? ### #NAME? #NAME? 1.3440 Kg6 Kolom 20 x 20 0.15 0.15 0.68 125 Ø 15.0 #NAME? ### #NAME? #NAME? 1.5000 Kg7 Kolom 20 x 25 0.15 0.20 0.78 100 Ø 15.0 #NAME? ### #NAME? #NAME? 1.2000 Kg8 Kolom 20 x 30 0.15 0.25 0.88 84 Ø 6.0 #NAME? ### #NAME? #NAME? 1.0080 Kg9 Kolom 20 x 35 0.15 0.30 0.98 72 Ø 15.0 #NAME? ### #NAME? #NAME? 0.8640 Kg

10 Kolom 20 x 40 0.15 0.35 1.08 63 Ø 15.0 #NAME? ### #NAME? #NAME? 0.7560 Kg11 Kolom 25 x 25 0.20 0.20 0.88 80 Ø 15.0 #NAME? ### #NAME? #NAME? 0.9600 Kg12 Kolom 25 x 30 0.20 0.25 0.98 67 Ø 15.0 #NAME? ### #NAME? #NAME? 0.8040 Kg13 Kolom 25 x 35 0.20 0.30 1.08 58 Ø 15.0 #NAME? ### #NAME? #NAME? 0.6960 Kg14 Kolom 25 x 40 0.20 0.35 1.18 50 Ø 15.0 #NAME? ### #NAME? #NAME? 0.6000 Kg15 Kolom 25 x 45 0.20 0.40 1.28 45 Ø 15.0 #NAME? ### #NAME? #NAME? 0.5400 Kg16 Kolom 25 x 50 0.20 0.45 1.38 40 Ø 15.0 #NAME? ### #NAME? #NAME? 0.4800 Kg17 Kolom 30 x 30 0.25 0.25 1.08 56 Ø 15.0 #NAME? ### #NAME? #NAME? 0.6720 Kg18 Kolom 30 x 35 0.25 0.30 1.18 48 Ø 15.0 #NAME? ### #NAME? #NAME? 0.5760 Kg19 Kolom 30 x 40 0.25 0.35 1.28 42 Ø 15.0 #NAME? ### #NAME? #NAME? 0.5040 Kg20 Kolom 35 x 45 0.30 0.40 1.48 32 Ø 15.0 #NAME? ### #NAME? #NAME? 0.3840 Kg21 Kolom 35 x 50 0.30 0.45 1.58 29 Ø 15.0 #NAME? ### #NAME? #NAME? 0.3480 Kg22 Kolom 40 x 40 0.35 0.30 1.38 32 Ø 15.0 #NAME? ### #NAME? #NAME? 0.3840 Kg23 Kolom 40 x 45 0.35 0.40 1.58 28 Ø 15.0 #NAME? ### #NAME? #NAME? 0.3360 Kg24 Kolom 40 x 50 0.35 0.45 1.68 25 Ø 15.0 #NAME? ### #NAME? #NAME? 0.3000 Kg25 Balok 15 x 20 0.10 0.15 0.58 167 Ø 8.0 #NAME? ### #NAME? #NAME? 2.0040 Kg26 Balok 15 x 25 0.15 0.25 0.88 134 Ø 8.0 #NAME? ### #NAME? #NAME? 1.6080 Kg27 Balok 15 x 30 0.10 0.25 0.78 112 Ø 8.0 #NAME? ### #NAME? #NAME? 1.3440 Kg28 Balok 20 x 20 0.15 0.15 0.68 125 Ø 15.0 #NAME? ### #NAME? #NAME? 1.5000 Kg29 Balok 20 x 25 0.15 0.20 0.78 100 Ø 15.0 #NAME? ### #NAME? #NAME? 1.2000 Kg30 Balok 20 x 30 0.15 0.25 0.88 84 Ø 15.0 #NAME? ### #NAME? #NAME? 1.0080 Kg31 Balok 20 x 35 0.15 0.30 0.98 72 Ø 15.0 #NAME? ### #NAME? #NAME? 0.8640 Kg32 Balok 20 x 40 0.15 0.35 1.08 63 Ø 15.0 #NAME? ### #NAME? #NAME? 0.7560 Kg33 Balok 25 x 25 0.20 0.20 0.88 80 Ø 15.0 #NAME? ### #NAME? #NAME? 0.9600 Kg

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34 Balok 25 x 30 0.20 0.25 0.98 67 Ø 15.0 #NAME? ### #NAME? #NAME? 0.8040 Kg35 Balok 25 x 35 0.20 0.30 1.08 58 Ø 15.0 #NAME? ### #NAME? #NAME? 0.6960 Kg36 Balok 25 x 40 0.20 0.35 1.18 50 Ø 15.0 #NAME? ### #NAME? #NAME? 0.6000 Kg37 Balok 25 x 45 0.20 0.40 1.28 45 Ø 15.0 #NAME? ### #NAME? #NAME? 0.5400 Kg38 Balok 25 x 50 0.20 0.45 1.38 40 Ø 15.0 #NAME? ### #NAME? #NAME? 0.4800 Kg39 Balok 30 x 30 0.25 0.25 1.08 56 Ø 15.0 #NAME? ### #NAME? #NAME? 0.6720 Kg40 Balok 30 x 35 0.25 0.30 1.18 48 Ø 8.0 #NAME? ### #NAME? #NAME? 0.5760 Kg41 Balok 30 x 40 0.25 0.35 1.28 42 Ø 15.0 #NAME? ### #NAME? #NAME? 0.5040 Kg42 Balok 35 x 45 0.30 0.40 1.48 32 Ø 15.0 #NAME? ### #NAME? #NAME? 0.3840 Kg43 Balok 35 x 50 0.30 0.45 1.58 29 Ø 15.0 #NAME? ### #NAME? #NAME? 0.3480 Kg44 Balok 40 x 40 0.35 0.35 1.48 32 Ø 15.0 #NAME? ### #NAME? #NAME? 0.3840 Kg45 Balok 40 x 45 0.35 0.40 1.58 28 Ø 15.0 #NAME? ### #NAME? #NAME? 0.3360 Kg46 Balok 40 x 50 0.35 0.45 1.68 25 Ø 15.0 #NAME? ### #NAME? #NAME? 0.3000 Kg47 Balok ring 15x15 0.10 0.10 0.48 223 Ø 6.0 #NAME? ### #NAME? #NAME? 2.6760 Kg48 Pondasi Plat 0.7500 Kg49 Kolom 15 x 50 0.10 0.45 1.18 112 Ø 8.0 #NAME? ### #NAME? #NAME? 1.3440 Kg51 Balok 15 x 40 0.10 0.35 0.98 84 Ø 8.0 #NAME? ### #NAME? #NAME? 1.0080 Kg52 Balok 15 x 10 0.10 0.05 0.38 334 Ø 6.0 #NAME? ### #NAME? #NAME? 4.0080 Kg52 Balok 15 x 50 0.10 0.45 1.18 67 Ø 8.0 #NAME? ### #NAME? #NAME? 0.8040 Kg