RAB, Analisa, Rekap Bengkel Alat Berat

BILL OF QUANTITY(BQ)

PEMBANGUNAN WORKSHOP ALAT-ALAT BERATBELAWAN

2010

RENCANA KERJA DAN SYARAT-SYARAT(RKS)

PEMBANGUNAN WORKSHOP ALAT-ALAT BERATBELAWAN

2010

RAB//Pembangunan Workshop Alat Berat UDPK Belawan// 3 dr 21

DRAFT OWNER ESTIMATE

PEKERJAAN : PEMBANGUNAN WORKSHOP ALAT-ALAT BERAT

LOKASI : UDPK BELAWAN

TAHUN : 2010

No Uraian Satuan VolumeHarga satuan (Rp) Jumlah harga (Rp)

Upah Bahan Upah + Bahan Upah Bahan Upah + Bahan

1 2 3 4 5 6 7 8 9 10

I. PEKERJAAN PENDAHULUAN

1 Pembuatan Gudang dan Kantor Sementara m2 24.00 80,250.00 634,236.60 714,486.60 1,926,000.00 15,221,678.30 17,147,678.30

2 Biaya mobilisasi/demobilisasi alat ls 2.00 6,000,000.00 0.00 6,000,000.00 12,000,000.00 0.00 12,000,000.00

3 Perancah Kerja ls 1.00 15,000,000.00 0.00 15,000,000.00 15,000,000.00 0.00 15,000,000.00

4 Pengukuran dan Pemasangan Bowplank m' 112.00 12,150.00 67,153.50 79,303.50 1,360,800.00 7,521,192.00 8,881,992.00

5 Pembuatan Ijin Mendirikan Bangunan (IMB) m2 640.00 100,000.00 0.00 100,000.00 64,000,000.00 0.00 64,000,000.00

Jumlah I 117,029,670.30

II. PEKERJAAN STRUKTUR

1 Pekerjaan Galian Tanah m3 107.38 22,640.00 0.00 22,640.00 2,431,173.76 0.00 2,431,173.76

2 Pekerjaan urugan pasir m3 47.52 15,990.00 114,000.00 129,990.00 759,844.80 5,417,280.00 6,177,124.80

3 Lantai Kerja Beton t = 5 cm Camp 1:3:5 (Pondasi dan sloof) m3 2.16 104,830.00 513,701.92 618,531.92 226,432.80 1,109,596.15 1,336,028.95

4 Timbunan Tanah kembali m3 67.85 15,660.00 90,000.00 105,660.00 1,062,531.00 6,106,500.00 7,169,031.00

5 Pengadaan Tiang Pancang (Bottom Pile) dia. 35 Cm m' 160.00 0.00 285,000.00 285,000.00 0.00 45,600,000.00 45,600,000.00

6 Pengadaan Tiang Pancang (Upper Pile) dia. 35 Cm m' 160.00 0.00 309,000.00 309,000.00 0.00 49,440,000.00 49,440,000.00

7 Transportasi ke Titik Pancang m' 320.00 25,253.13 0.00 25,253.13 8,081,000.00 0.00 8,081,000.00

8 Pemancangan Tiang Pancang m' 320.00 29,437.50 83,467.54 112,905.04 9,420,000.00 26,709,612.00 36,129,612.00

9 Penyambungan Tiang Pancang Ttk 16.00 217,630.00 37,500.00 255,130.00 3,482,080.00 600,000.00 4,082,080.00

10 Pondasi Beton Bertulang K 300 m3 29.00 379,940.00 2,495,500.91 2,875,440.91 11,019,019.88 72,374,517.25 83,393,537.1311 Sloof Beton Bertulang K 300 m3 10.53 682,040.00 4,205,102.72 4,887,142.72 7,181,881.20 44,279,731.59 51,461,612.79

12 Timbunan Base Coarse Klas B m3 216.00 13,768.39 192,000.00 205,768.39 2,973,973.07 41,472,000.00 44,445,973.07

13 Kolom Beton Bertulang K 300 m3 29.62 729,595.00 4,570,721.72 5,300,316.72 21,610,603.90 135,384,777.33 156,995,381.23

14 Balok Beton Bertulang K-300 m3 25.92 664,070.00 4,143,321.27 4,807,391.27 17,212,694.40 107,394,887.24 124,607,581.64

15 Lantai Kerja Beton t = 5 cm Camp 1:3:5 (Plat lantai) m3 32.00 104,830.00 513,701.92 618,531.92 3,354,560.00 16,438,461.44 19,793,021.44

16 Lantai Beton Bertulang K 300 m3 122.40 304,415.00 2,068,100.45 2,372,515.45 37,260,396.00 253,135,495.39 290,395,891.39

16 Stek Tiang Pancang Beton Bertulang K 300 m3 1.48 729,595.00 4,570,721.72 5,300,316.72 1,079,800.60 6,764,668.14 7,844,468.74

Jumlah II 939,383,517.94

III. PEKERJAAN ATAP

1 Pekerjaan Kuda-Kuda Profil WF 300 x 150 kg 4686.59 1,951.50 10,901.75 12,853.25 9,145,880.39 51,092,032.53 60,237,912.92

2 Goording Profil C 150 x 65 x 150 kg 3060.00 1,951.50 10,901.75 12,853.25 5,971,590.00 33,359,355.00 39,330,945.00

3 Tupai-Tupai Dudukan Gording Besi Siku L 110.110.10 kg 135.90 1,951.50 10,901.75 12,853.25 265,208.85 1,481,547.83 1,746,756.68

4 Ikatan Angin Besi bulat dia 14 mm + klem kg 358.93 1,510.50 8,548.01 10,058.51 542,163.77 3,068,136.89 3,610,300.65

5 Plat Sambung/Buhul t= 12 mm kg 278.92 1,951.50 11,286.75 13,238.25 544,312.38 3,148,100.31 3,692,412.69

6 Rabung Spandek tebal 0,5 mm m' 36.00 29,550.00 237,480.00 267,030.00 1,063,800.00 8,549,280.00 9,613,080.00

7 Atap Spandek t=0,5 mm m2 919.44 17,430.00 248,250.00 265,680.00 16,025,839.20 228,250,980.00 244,276,819.20

8 Overhead Crane Profil WF 600 x 200 kg 2120.00 1,951.50 10,901.75 12,853.25 4,137,180.00 23,111,710.00 27,248,890.00




1 2 3 4 5 6 7 8 9 109 Gelagar Memanjang Rel Mounted WF 300 x 150 kg 2348.80 1,951.50 10,901.75 12,853.25 4,583,683.20 25,606,030.40 30,189,713.60

10 Pengadaan Rel Mounted dan pemasangan kg 3484.40 1,951.50 17,501.75 19,453.25 6,799,806.60 60,983,097.70 67,782,904.30

11 Plat pengait atap kg 3886.00 1,951.50 11,286.75 13,238.25 7,583,529.00 43,860,310.50 51,443,839.50

12 Plat simpul, t=14 mm kg 517.63 1,951.50 11,286.75 13,238.25 1,010,152.99 5,842,349.12 6,852,502.11

13 Baut Angker dia 22mm panjang 40 cm bh 92.00 0.00 18,000.00 18,000.00 0.00 1,656,000.00 1,656,000.00

14 Baut dia 22 mm bh 110.00 0.00 55,000.00 55,000.00 0.00 6,050,000.00 6,050,000.00

15 Plat pengaku kg 222.54 1,951.50 11,286.75 13,238.25 434,286.81 2,511,753.34 2,946,040.16

16 Mengecat Rangka Baja m2 360.89 7,945.00 20,854.10 28,799.10 2,867,271.05 7,526,036.15 10,393,307.20

Jumlah III 567,071,424.00

IV. PEKERJAAN DINDING1 Pasangan Dinding Batu Bata Kelas I (Batu Bata Mesin) m2 566.10 48,120.00 112,890.00 161,010.00 27,240,924.48 63,907,480.56 91,148,405.042 Plesteran Dinding tebal 1.5 cm m2 1132.21 20,890.00 12,268.80 33,158.80 23,651,866.90 13,890,858.05 37,542,724.953 Cat Tembok 3 x cat m2 1132.21 7,737.00 5,109.00 12,846.00 8,759,908.77 5,784,460.89 14,544,369.66

Jumlah IV 143,235,499.65

V. PEKERJAAN INSTALASI PENERANGAN1 Kabel NYFGbY 4x16 mm2 m 140.00 53,962.50 96,800.00 150,762.50 7,554,750.00 13,552,000.00 21,106,750.003 Galian tanah dan timbun kembali m3 18.20 38,300.00 18,000.00 56,300.00 697,060.00 327,600.00 1,024,660.004 Timbunan Pasir m3 2.60 15,990.00 114,000.00 129,990.00 41,574.00 296,400.00 337,974.006 Batu bata bh 1,300.00 232.00 650.00 882.00 301,600.00 845,000.00 1,146,600.008 Kabel NYY 3 x 4 mm2 m 130.00 10,566.23 18,000.00 28,566.23 1,373,610.31 2,340,000.00 3,713,610.319 Support Cabel Tray bh 20.00 111,325.00 10,080.00 121,405.00 2,226,500.00 201,600.00 2,428,100.00

10 Cabel Tray bh 10.00 0.00 270,000.00 270,000.00 0.00 2,700,000.00 2,700,000.0011 Gantungan lampu industrial light IB bh 9.00 83,000.00 199,000.00 282,000.00 747,000.00 1,791,000.00 2,538,000.0012 Industrial light 400 W unit 9.00 132,500.00 853,600.00 986,100.00 1,192,500.00 7,682,400.00 8,874,900.0013 Panel Kontrol unit 1.00 353,500.00 3,621,000.00 3,974,500.00 353,500.00 3,621,000.00 3,974,500.0014 Perancah Kerja ls 1.00 0.00 77,300.00 77,300.00 0.00 77,300.00 77,300.0015 Aksesoris ls 1.00 0.00 500,000.00 500,000.00 0.00 500,000.00 500,000.00

Jumlah V 48,422,394.31

VI. PEKERJAAN INSTALASI PENANGKAL PETIR1 Air Rod bh 1.00 0.00 17,500,000.00 17,500,000.00 0.00 17,500,000.00 17,500,000.002 Kabel NYA 70 mm2 m 40.00 0.00 77,300.00 77,300.00 0.00 3,092,000.00 3,092,000.003 Klem Grounding bh 80.00 0.00 50,000.00 50,000.00 0.00 4,000,000.00 4,000,000.004 Earth Rod ls 1.00 0.00 6,000,000.00 6,000,000.00 0.00 6,000,000.00 6,000,000.005 Electrode Tester unit 1.00 0.00 1,800,000.00 1,800,000.00 0.00 1,800,000.00 1,800,000.006 Lightning Counter unit 1.00 0.00 2,000,000.00 2,000,000.00 0.00 2,000,000.00 2,000,000.007 Jasa Instalasi ls 1.00 5,000,000.00 0.00 5,000,000.00 5,000,000.00 0.00 5,000,000.008 Aksesoris ls 1.00 0.00 300,000.00 300,000.00 0.00 300,000.00 300,000.00

Jumlah VI 39,692,000.00

VII. PEMASANGAN OVERHEAD CRANE1 Overhead Crane ls 1.00 0.00 300,000,000.00 300,000,000.00 0.00 300,000,000.00 300,000,000.002 Jasa Pemasangan ls 1.00 20,000,000.00 0.00 20,000,000.00 20,000,000.00 0.00 20,000,000.00




1 2 3 4 5 6 7 8 9 10Jumlah VII 320,000,000.00




1 2 3 4 5 6 7 8 9 10

VIII. PEKERJAAN LAIN-LAIN

1 Pembersihan Akhir ls 1.00 2,250,000.00 0.00 2,250,000.00 2,250,000.00 0.00 2,250,000.00

2 Test Kubus Beton ls 1.00 500,000.00 0.00 500,000.00 500,000.00 0.00 500,000.00

3 Dokumentasi dan Administrasi ls 1.00 0.00 2,350,000.00 2,350,000.00 0.00 2,350,000.00 2,350,000.00

Jumlah VIII 5,100,000.00


BILL OF QUANTITY (BQ)

PEKERJAAN : PEMBANGUNAN WORKSHOP ALAT-ALAT BERAT

LOKASI : UDPK BELAWAN

TAHUN : 2010



1 2 3 4 5 6 7 8 9 10

I. PEKERJAAN PENDAHULUAN

1 Pembuatan Gudang dan Kantor Sementara m2 24.00

2 Biaya mobilisasi/demobilisasi alat ls 2.00

3 Perancah Kerja ls 1.00

4 Pengukuran dan Pemasangan Bowplank m' 112.00

5 Pembuatan Ijin Mendirikan Bangunan (IMB) m2 640.00

Jumlah I

II. PEKERJAAN STRUKTUR

1 Pekerjaan Galian Tanah m3 107.38

2 Pekerjaan urugan pasir m3 47.52

3 Lantai Kerja Beton t = 5 cm Camp 1:3:5 (Pondasi dan sloof) m3 2.16

4 Timbunan Tanah kembali m3 67.85

5 Pengadaan Tiang Pancang (Bottom Pile) dia. 35 Cm m' 160.00

6 Pengadaan Tiang Pancang (Upper Pile) dia. 35 Cm m' 160.00

7 Transportasi ke Titik Pancang m' 320.00

8 Pemancangan Tiang Pancang m' 320.00

9 Penyambungan Tiang Pancang Ttk 16.00

10 Pondasi Beton Bertulang K 300 m3 29.0011 Sloof Beton Bertulang K 300 m3 10.53

12 Timbunan Base Coarse Klas B m3 216.00

13 Kolom Beton Bertulang K 300 m3 29.62

14 Balok Beton Bertulang K-300 m3 25.92

15 Lantai Kerja Beton t = 5 cm Camp 1:3:5 (Plat lantai) m3 32.00

16 Lantai Beton Bertulang K 300 m3 122.40

16 Stek Tiang Pancang Beton Bertulang K 300 m3 1.48

Jumlah II

III. PEKERJAAN ATAP

1 Pekerjaan Kuda-Kuda Profil WF 300 x 150 kg 4686.59

2 Goording Profil C 150 x 65 x 150 kg 3060.00

3 Tupai-Tupai Dudukan Gording Besi Siku L 110.110.10 kg 135.90

4 Ikatan Angin Besi bulat dia 14 mm + klem kg 358.93

5 Plat Sambung/Buhul t= 12 mm kg 278.92

6 Rabung Spandek tebal 0,5 mm m' 36.00

7 Atap Spandek t=0,5 mm m2 919.44




1 2 3 4 5 6 7 8 9 108 Overhead Crane Profil WF 600 x 200 kg 2120.00




1 2 3 4 5 6 7 8 9 109 Gelagar Memanjang Rel Mounted WF 300 x 150 kg 2348.80

10 Pengadaan Rel Mounted dan pemasangan kg 3484.40

11 Plat pengait atap kg 3886.00

12 Plat simpul, t=14 mm kg 517.63

13 Baut Angker dia 22mm panjang 40 cm bh 92.00

14 Baut dia 22 mm bh 110.00

15 Plat pengaku kg 222.54

16 Mengecat Rangka Baja m2 360.89

Jumlah III

IV. PEKERJAAN DINDING1 Pasangan Dinding Batu Bata Kelas I (Batu Bata Mesin) m2 566.102 Plesteran Dinding tebal 1.5 cm m2 1132.213 Cat Tembok 3 x cat m2 1132.21

Jumlah IV

V. PEKERJAAN INSTALASI PENERANGAN1 Kabel NYFGbY 4x16 mm2 m 140.003 Galian tanah dan timbun kembali m3 18.204 Timbunan Pasir m3 2.606 Batu bata bh 1,300.008 Kabel NYY 3 x 4 mm2 m 130.009 Support Cabel Tray bh 20.00

10 Cabel Tray bh 10.0011 Gantungan lampu industrial light IB bh 9.0012 Industrial light 400 W unit 9.0013 Panel Kontrol unit 1.0014 Perancah Kerja ls 1.0015 Aksesoris ls 1.00

Jumlah V

VI. PEKERJAAN INSTALASI PENANGKAL PETIR1 Air Rod bh 1.002 Kabel NYA 70 mm2 m 40.003 Klem Grounding bh 80.004 Earth Rod ls 1.005 Electrode Tester unit 1.006 Lightning Counter unit 1.007 Jasa Instalasi ls 1.008 Aksesoris ls 1.00

Jumlah VI

VII. PEMASANGAN OVERHEAD CRANE1 Overhead Crane ls 1.002 Jasa Pemasangan ls 1.00




1 2 3 4 5 6 7 8 9 10

Jumlah VII




1 2 3 4 5 6 7 8 9 10

VIII. PEKERJAAN LAIN-LAIN

1 Pembersihan Akhir ls 1.00

2 Test Kubus Beton ls 1.00

3 Dokumentasi dan Administrasi ls 1.00

Jumlah VIII

Analisa Pembangunan Gedung Kantor Depo/12 dr 21

DAFTAR ANALISA HARGA SATUAN

PEMBANGUNAN WORKSHOP ALAT-ALAT BERAT

Tahun 2012

No. Anl. Koef. Uraian Harga Satuan (Rp)Jumlah Harga (Rp)

Total (Rp)Upah Bahan

1 2 3 4 5 6 7 9

1 1 m2 Pembuatan Gudang dan Kantor Sementara

1.000 org/hr Pekerja 50,000.00 50,000.00

0.500 org/hr Tukang 60,500.00 30,250.00

1.500 lbr Triplex uk 1,22x 2,44 m, t = 6 mm 81,000.00 121,500.00

0.050 m3 Beton campuran 1:3:5 30,926.60

0.100 m3 Kayu 2/3 4,462,500.00 446,250.00

1.100 m2 Seng gelombang BJLS 20 17,600.00 19,360.00

1.500 kg Paku 10,800.00 16,200.00

Jumlah 80,250.00 634,236.60 714,486.60

2 Biaya mobilisasi dan demobilisasi

1.0000 unit Crane Kapasitas 3,5 Ton 2,000,000.00 2,000,000.00

1.0000 unit Hammer + Pile driver 2,000,000.00 2,000,000.00

1.0000 unit Vibratory Roller 2,000,000.00 2,000,000.00

Jumlah 6,000,000.00 0.00 6,000,000.00

Biaya mobilisasi dan demobilisasi (2 x mobilisasi) 12,000,000.00

3 1 m2 Membersihkan Lapangan 0.075 org/hr Pekerja 50,000.00 3,750.000.015 org/hr Mandor 66,000.00 990.00

Jumlah 4,740.00 0.00 4,740.00

4 Membongkar 1 M3 Beton Bertulang3.000 org/hr Pekerja 50,000.00 150,000.000.100 org/hr Mandor 66,000.00 6,600.00

1.000 ls Alat Bantu 25,000.00 25,000.00Jumlah 181,600.00 0.00 181,600.00

5 Pengukuran dan Pemasangan Bouplank 0.100 org/hr Tukang 60,500.00 6,050.000.100 org/hr Pekerja 50,000.00 5,000.000.010 org/hr Kepala Tukang 77,000.00 770.000.005 org/hr Mandor 66,000.00 330.000.010 m3 Kayu Sembarang (papan, broti dan balok) 4,462,500.00 44,625.000.020 kg Paku 10,800.00 216.000.005 m3 Kayu Sembarang (Papan, broti dan balok) 4,462,500.00 22,312.50

Jumlah 12,150.00 67,153.50 79,303.50

6 1 m3 Galian Tanah Biasa0.400 org/hr Pekerja 50,000.00 20,000.000.040 org/hr Mandor 66,000.00 2,640.00

Jumlah 22,640.00 0.00 22,640.00

7 1 m3 Urugan Pasir0.300 org/hr Pekerja 50,000.00 15,000.000.015 org/hr Mandor 66,000.00 990.001.200 m3 Pasir urug 95,000.00 114,000.00

Jumlah 15,990.00 114,000.00 129,990.00

8 1 m2 Lantai Kerja Beton , (Camp. 1:2:3) tebal 5 cm0.165 org/hr pekerja 50,000.00 8,250.000.025 org/hr Tukang 60,500.00 1,512.500.002 org/hr Kepala Tukang 77,000.00 154.000.006 org/hr Mandor 66,000.00 396.00

10.000 Kg Semen Type I 1,440.00 14,400.000.026 m3 Pasir pasang 100,000.00 2,600.000.044 m3 Kerikil 230,000.00 10,120.00

Jumlah 10,312.50 27,120.00 37,432.50

9 1 m3 Timbunan dengan Tanah timbun0.300 org/hr Pekerja 50,000.00 15,000.000.010 org/hr Mandor 66,000.00 660.001.200 m3 Tanah timbun 75,000.00 90,000.00

Jumlah 15,660.00 90,000.00 105,660.00

10 1 m3 Lapisan Sub Base coarse Agregat Kelas B dipadatkan0.0625 org/hr Pekerja 50,000.00 3,123.61

0.0089 org/hr Mandor 66,000.00 589.02

1.2000 m3 Agregat Kelas B 160,000.00 192,000.00

0.0117 jam Motor Grader 366,982.50 4,298.66

0.0214 jam Vibratory roller 268,785.00 5,757.11

Jumlah 13,768.39 192,000.00 205,768.39

11 1 m' Transportasi tiang ke titik pancang0.0500 org/hr Pekerja 50,000.00 2,500.00 0.000.0500 jam Crane Kapasitas 3,5 ton 455,062.50 22,753.13 0.00

Jumlah 25,253.13 0.00 25,253.13

12 1 m' Pemancangan tiang pancang0.2500 org/hr Pekerja 50,000.00 12,500.000.1250 org/hr Operator alat berat 75,000.00 9,375.000.1250 org/hr Pembantu operator 60,500.00 7,562.500.1250 jam Crane Kapasitas 3,5 ton 455,062.50 56,882.81




1 2 3 4 5 6 7 90.1250 jam Hammer + Pile driver 212,677.80 26,584.73

Jumlah 29,437.50 83,467.54 112,905.04

13 1 titik Penyambungan tiang pancang1.000 org/hr Pekerja 50,000.00 50,000.000.500 org/hr Tukang 60,500.00 30,250.001.000 Kg Kawat las 27,000.00 27,000.000.070 bh Denso Primer D 24,000.00 1,680.000.600 ltr Densopol 60 HT Tape 150,000.00 90,000.002.000 kg Besi Plat 9,350.00 18,700.000.500 jam Mesin las 45,000.00 22,500.000.500 hr Mesin gerinda 30,000.00 15,000.00

Jumlah 217,630.00 37,500.00 255,130.00

14 1 m' Kayu laut dia. 10 cm panjang 4 m dipancangkan ke dalam tanah lunak :(a) 1 m Kayu laut Ø 4" 28,000.00 28,000.00

Jumlah 0.00 28,000.00 28,000.00

(b) 1 m' Kayu laut dipancangkan ke dalam tanah lunak :0.1000 org/hr Pekerja 50,000.00 5,000.000.0500 org/hr Tukang 60,500.00 3,025.000.0250 org/hr Mandor 66,000.00 1,650.000.0500 org/hr Kepala tukang 77,000.00 3,850.00

Jumlah 13,525.00 0.00 13,525.001 m' Kayu laut dipancangkan ke dalam tanah lunak : 13,525.00 28,000.00 41,525.00

15 1 M3 Pasang Pondasi Batu Kali Memakai Perekat 1:21.500 org/hr Tukang 60,500.00 90,750.000.600 org/hr Kepala tukang 77,000.00 46,200.000.060 org/hr Pekerja 50,000.00 3,000.000.075 org/hr Mandor 66,000.00 4,950.001.100 m3 Batu kali 7 cm - 20 cm 180,000.00 198,000.00

202 Kg Semen Type I 1,440.00 290,880.000.485 m3 Pasir urug 95,000.00 46,075.00

144,900.00 534,955.00 679,855.00

16 1m3 Beton Camp. 1 : 3 : 50.250 org/hr Tukang 60,500.00 15,125.000.025 org/hr Kepala tukang 77,000.00 1,925.001.650 org/hr Pekerja 50,000.00 82,500.000.080 org/hr Mandor 66,000.00 5,280.000.870 m3 Kerikil 230,000.00 200,100.00

181.668 Kg Semen Type I 1,440.00 261,601.920.520 m3 Pasir pasang 100,000.00 52,000.00

Jumlah 104,830.00 513,701.92 618,531.92

17 1m3 Beton Camp. 1 : 2: 30.250 org/hr Tukang 60,500.00 15,125.000.025 org/hr Kepala tukang 77,000.00 1,925.001.650 org/hr Pekerja 50,000.00 82,500.000.080 org/hr Mandor 66,000.00 5,280.000.780 m3 Kerikil 230,000.00 179,400.00

232.000 Kg Semen Type I 1,440.00 334,080.000.520 m3 Pasir pasang 100,000.00 52,000.00

Jumlah 104,830.00 565,480.00 670,310.00

18 (c) 1 m3 beton K 3000.8250 org/hr Pekerja 50,000.00 41,250.000.0800 org/hr Mandor 66,000.00 5,280.000.2500 org/hr Tukang 60,500.00 15,125.000.0250 org/hr Kepala tukang 77,000.00 1,925.001.0000 m3 Beton K 300 732,000.00 732,000.00

Jumlah 63,580.00 732,000.00 795,580.00

19 Pembuatan Besi/Baja(a) 1 kg Memotong dan mengelas besi Profil WF

0.009 org/hr Pekerja 50,000.00 450.000.009 org/hr Tukang 60,500.00 544.500.009 org/hr Kepala Tukang 77,000.00 693.000.004 org/hr Mandor 66,000.00 264.001.100 kg besi profil WF 9,000.00 9,900.000.001 unit Aceton, Oxygen 281,750.00 281.750.010 Jam Mesin las 45,000.00 450.000.010 Kg Kawat las 27,000.00 270.00

Jumlah 1,951.50 10,901.75 12,853.25

(b) 1 kg Memotong dan mengelas besi Gording0.009 org/hr Pekerja 50,000.00 450.000.009 org/hr Tukang 60,500.00 544.500.009 org/hr Kepala Tukang 77,000.00 693.000.004 org/hr Mandor 66,000.00 264.001.100 kg besi profil C Gording 9,000.00 9,900.000.001 unit Aceton, Oxygen 281,750.00 281.750.010 Jam Mesin las 45,000.00 450.000.010 Kg Kawat las 27,000.00 270.00

Jumlah 1,951.50 10,901.75 12,853.25

(c) 1 kg Memotong dan mengelas besi Buhul0.009 org/hr Pekerja 50,000.00 450.000.009 org/hr Tukang 60,500.00 544.500.009 org/hr Kepala Tukang 77,000.00 693.000.004 org/hr Mandor 66,000.00 264.001.100 kg besi plat 9,350.00 10,285.000.001 unit Aceton, Oxygen 281,750.00 281.750.010 Jam Mesin las 45,000.00 450.000.010 Kg Kawat las 27,000.00 270.00

Jumlah 1,951.50 11,286.75 13,238.25

(d) 1 kg Memotong dan mengelas besi rel0.009 org/hr Pekerja 50,000.00 450.000.009 org/hr Tukang 60,500.00 544.500.009 org/hr Kepala Tukang 77,000.00 693.000.004 org/hr Mandor 66,000.00 264.001.100 kg besi rel 15,000.00 16,500.000.001 unit Aceton, Oxygen 281,750.00 281.750.010 Jam Mesin las 45,000.00 450.000.010 Kg Kawat las 27,000.00 270.00




1 2 3 4 5 6 7 9Jumlah 1,951.50 17,501.75 19,453.25




1 2 3 4 5 6 7 920 1 Kg pembesian dengan Besi Polos

0.007 org/hr Pekerja 50,000.00 350.000.007 org/hr Tukang 60,500.00 423.500.007 org/hr Kepala tukang 77,000.00 539.000.003 org/hr Mandor 66,000.00 198.001.050 kg Besi Beton 8,000.00 8,400.000.015 kg Kawat Beton 9,867.27 148.01

Jumlah 1,510.50 8,548.01 10,058.51

21 1 m2 Pasang Cetakan Untuk Pondasi0.260 org/hr Tukang 60,500.00 15,730.000.026 org/hr Kepala tukang 77,000.00 2,002.000.300 org/hr Pekerja 50,000.00 15,000.000.005 org/hr Mandor 66,000.00 330.000.040 m3 Kayu 2/3 4,462,500.00 178,500.000.300 kg Paku 10,800.00 3,240.00

Jumlah 33,062.00 181,740.00 214,802.00

22 1 m2 Pasang Cetakan Untuk Kolom0.330 org/hr Tukang 60,500.00 19,965.000.033 org/hr Kepala tukang 77,000.00 2,541.000.300 org/hr Pekerja 50,000.00 15,000.000.006 org/hr Mandor 66,000.00 396.000.040 m3 Kayu 2/3 4,462,500.00 178,500.000.400 kg Paku 10,800.00 4,320.000.350 Lbr Triplex uk 1,22x 2,44 m, t = 9 mm 110,400.00 38,640.00

Jumlah 37,902.00 221,460.00 259,362.00

23 1 m2 Pasang Cetakan Untuk balok0.330 org/hr Tukang 60,500.00 19,965.000.033 org/hr Kepala tukang 77,000.00 2,541.000.320 org/hr Pekerja 50,000.00 16,000.000.006 org/hr Mandor 66,000.00 396.000.040 m3 Kayu 2/3 4,462,500.00 178,500.000.400 kg Paku 10,800.00 4,320.000.350 Lbr Triplex uk 1,22x 2,44 m, t = 9 mm 110,400.00 38,640.00

Jumlah 38,902.00 221,460.00 260,362.00

24 1 m2 Pasang Cetakan Untuk Lantai0.040 m3 Kayu 2/3 4,462,500.00 178,500.000.400 kg Paku 10,800.00 4,320.000.350 Lbr Triplex uk 1,22x 2,44 m, t = 9 mm 110,400.00 38,640.006.000 m kayu Laut Ø 2" 23,000.00 138,000.000.330 org/hr Tukang 60,500.00 19,965.000.033 org/hr Kepala tukang 77,000.00 2,541.000.320 org/hr Pekerja 50,000.00 16,000.000.006 org/hr Mandor 66,000.00 396.00

Jumlah 38,902.00 359,460.00 398,362.00

a 1 m3 Cor Pondasi Beton Bertulang K 3001.000 m3 Cor beton K 300 63,580.00 732,000.00

100.000 kg Tulangan beton 151,050.00 854,800.915.000 m2 Cetakan 165,310.00 908,700.00

Jumlah 379,940.00 2,495,500.91 2,875,440.91

b 1 m3 Cor beton sloof K 3001.000 m3 Cor beton K 300 63,580.00 732,000.00

300.000 kg Tulangan beton 453,150.00 2,564,402.725.000 m2 Cetakan 165,310.00 908,700.00

Jumlah 682,040.00 4,205,102.72 4,887,142.72

c 1 m3 Cor beton Lantai K 3001.000 m3 Cor beton K 300 63,580.00 732,000.00

50.000 kg Tulangan beton 75,525.00 427,400.455.000 m2 Cetakan 165,310.00 908,700.00

Jumlah 304,415.00 2,068,100.45 2,372,515.45

d 1 m3 Cor Kolom K 3001.000 m3 Cor beton K 300 63,580.00 732,000.00

190.000 kg Tulangan beton 286,995.00 1,624,121.7210.000 m2 Cetakan 379,020.00 2,214,600.00

Jumlah 729,595.00 4,570,721.72 5,300,316.72

e 1 m3 Cor Balok K 3001.000 m3 Cor beton K 300 63,580.00 732,000.00

140.000 kg Tulangan beton 211,470.00 1,196,721.2710.000 m2 Cetakan 389,020.00 2,214,600.00

Jumlah 664,070.00 4,143,321.27 4,807,391.27

25 1 m2 pasangan bata merah tebal 1 bata , camp. 1 : 20.200 org/hr Tukang 60,500.00 12,100.000.020 org/hr Kepala tukang 77,000.00 1,540.000.650 org/hr Pekerja 50,000.00 32,500.000.030 org/hr Mandor 66,000.00 1,980.00

65.000 bh Batu bata 650.00 42,250.0043.500 Kg Semen Type I 1,440.00 62,640.00

0.080 m3 Pasir pasang 100,000.00 8,000.00Jumlah 48,120.00 112,890.00 161,010.00




1 2 3 4 5 6 7 926 1 m2 plesteran perekat pc tebal 15 mm, camp. 1 : 2

0.150 org/hr Tukang 60,500.00 9,075.000.015 org/hr Kepala tukang 77,000.00 1,155.000.200 org/hr Pekerja 50,000.00 10,000.000.010 org/hr Mandor 66,000.00 660.008.520 Kg Semen Type I 1,440.00 12,268.80

Jumlah 20,890.00 12,268.80 33,158.80

27 1 m² Upah Mengecat Tembok 3 x cat : (1 Lapis cat dasar dan 2lapis Cat Penutup)0.090 org/hr Tukang 60,500.00 5,445.000.009 org/hr Kepala Tukang 77,000.00 693.000.030 org/hr Pekerja 50,000.00 1,500.000.002 org/hr Mandor 66,000.00 99.000.012 kg Cat Dasar 24,000.00 288.000.260 kg Cat tembok setara Vinileks 19,650.00 5,109.00

Jumlah 7,737.00 5,109.00 12,846.00

28 1 m² Upah Mengecat Permukaan Baja dengan Cat Menie (3x Cat)0.060 org/hr Tukang 60,500.00 3,630.000.060 org/hr Kepala Tukang 77,000.00 4,620.000.060 org/hr Pekerja 50,000.00 3,000.000.030 org/hr Mandor 66,000.00 1,980.000.300 kg Cat Menie 46,000.00 13,800.00

Jumlah 13,230.00 13,800.00 27,030.00

29 10 m² Pengecatan dengan Cat Minyak 3x :0.75 org/hr Tukang 60,500.00 45,375.000.08 org/hr Kepala Tukang 77,000.00 5,775.000.50 org/hr Pekerja 50,000.00 25,000.000.05 org/hr Mandor 66,000.00 3,300.004.25 kg Cat minyak 46,000.00 195,500.000.57 kg Thinner 23,000.00 13,041.00

Jumlah 79,450.00 208,541.00 287,991.001 m2 Pengecatan dengan Cat Minyak 7,945.00 20,854.10 28,799.10

30 1 m2 atap spandek 0,5 mm1.050 m2 m² atap zinkalum 225,000.00 236,250.006.000 bh bh baut 2,000.00 12,000.000.200 org/hr tukang besi 60,500.00 12,100.000.100 org/hr pekerja 50,000.00 5,000.000.005 org/hr mandor 66,000.00 330.00

1 m2 atap spandek 17,430.00 248,250.00 265,680.00

31 10 M' rabung atap spandek:6.000 lbr lbr. rabung seng 39,400.00 236,400.000.100 kg Kg Paku seng 10,800.00 1,080.000.250 org/hr tukang besi 60,500.00 15,125.000.025 org/hr kepala tukang 77,000.00 1,925.000.250 org/hr pekerja 50,000.00 12,500.00

10 M' rabung atap seng: 29,550.00 237,480.00 267,030.00 1 M' rabung atap spandek: 26,703.00

32 1 m² lisplank spandek 0,5 mm1.050 m2 m² atap zinkalum 225,000.00 236,250.006.000 bh bh baut 2,000.00 12,000.000.200 org/hr tukang besi 60,500.00 12,100.000.100 org/hr pekerja 50,000.00 5,000.000.005 org/hr mandor 66,000.00 330.00

1 m² lisplank spandek 17,430.00 248,250.00 265,680.00

33 Foto Dokumentasi dan Administrasi15.000 bh Jilid Kontrak Rangkap 8 100,000.00 1,500,000.00

3.000 bh Jilid Lap Harian & Mingguan Rangkap 3 150,000.00 450,000.004.000 roll Foto Dokumentasi 100,000.00 400,000.00

Jumlah 2,350,000.00 2,350,000.00

34 Analisa upah pemasangan 1 meter kabel tanah 1 KV dari ukuran 4 x 1.5 mm2 s/d 4 x 300 mm22.350 org/hr Pekerja 50,000.00 117,500.000.200 org/hr Tukang Listrik 60,500.00 12,100.000.100 org/hr Mandor 66,000.00 6,600.000.100 org/hr Kepala tukang 77,000.00 7,700.00

Jumlah 143,900.00 0.00

a. 1.000 m Kabel NYFGbY 4 x 16 mm2 96,800.00 96,800.00upah = 6/16 x 1 x 4/4 x analisa biaya 143,900.00 53,962.50

Jumlah 53,962.50 96,800.00

b. 1.000 m Kabel NYY ukuran 3 x 4 mm2 18,000.00 18,000.00upah = 3/16 x (330/632) x 3/4 xanalisa biaya 143,900.00 10,566.23

Jumlah 10,566.23 18,000.00

35 Pekerjaan pemasangan 1 bh Batu Bata Pelindung Kabel0.002 org/hr Pekerja 50,000.00 100.000.002 org/hr Mandor 66,000.00 132.001.000 bh Batu Bata 650.00 650.00

Jumlah 232.00 650.00 882.00




1 2 3 4 5 6 7 9

36 Pemasangan 1 Buah Support Cable Tray0.100 org/hr Pekerja 50,000.00 5,000.000.050 org/hr Mandor 66,000.00 3,300.000.050 org/hr Tukang Las 60,500.00 3,025.001.120 kg Besi siku L 25x25x3 mm 9,000.00 10,080.001.000 ls Biaya pabrikasi/las 100,000.00 100,000.00

Jumlah 111,325.00 10,080.00

37 Pemasangan 1 buah Cabel Tray0.000 org/hr Pekerja 50,000.00 0.000.000 org/hr Mandor 66,000.00 0.000.000 org/hr Tukang Listrik 60,500.00 0.000.000 org/hr KepalaTukang 77,000.00 0.001.000 bh Kabel Tray 270,000.00 270,000.00

Jumlah 0.00 270,000.00

38 Pemasangan 1 Buah Gantungan Lampu1.000 org/hr Pekerja 50,000.00 50,000.000.500 org/hr Mandor 66,000.00 33,000.001.000 btg Pipa PVC 1" 55,000.00 55,000.008.000 m' Sling Baja 8 mm 18,000.00 144,000.00

Jumlah 83,000.00 199,000.00

39 Pemasangan 1 Buah Industrial Light1.000 org/hr Pekerja 50,000.00 50,000.000.500 org/hr Mandor 66,000.00 33,000.000.500 org/hr Tukang Listrik 60,500.00 30,250.000.250 org/hr KepalaTukang 77,000.00 19,250.001.000 unit Industrial light 400 W 853,600.00 853,600.00

Jumlah 132,500.00 853,600.00

40 Pemasangan 1 Unit Lighting Control Panel2.000 org/hr Pekerja 50,000.00 100,000.001.000 org/hr Mandor 66,000.00 66,000.001.000 org/hr Tukang listrik 60,500.00 60,500.001.000 org/hr Kepala tukang 77,000.00 77,000.001.000 bh Lighting Control Panel 3,621,000.00 3,621,000.001.000 ls Sewa alat listrik 50,000.00 50,000.00

Jumlah 353,500.00 3,621,000.00 3,974,500.00

Medan, Nopember 2010

Dibuat oleh :ASM. REKAYASA

DOMINGGO PASARIBU

Disetujui oleh :DIREKTUR OPERASI DAN TEKNIK

IMAN A. SULAIMAN

Diperiksa oleh :SENIOR MENEJER FASILITAS

Ir. ARI SUNARYONO, DESS

Harga Satuan Pembangunan Gedung Kantor Depo/18 dr21

DAFTAR HARGA SATUAN, BAHAN & UPAHPEMBANGUNAN WORKSHOP ALAT-ALAT BERAT

TAHUN 2010

NO URAIAN SAT. KETERANGAN

I. UPAH

1 Kepala Tukang org/hr 77,000.002 Tukang org/hr 60,500.003 Pekerja org/hr 50,000.004 Mandor org/hr 66,000.005 Operator alat berat org/hr 75,000.006 Pembantu operator org/hr 60,500.007 Penjaga Malam org/hr 55,000.00

II. BAHAN

A PEKERJAAN SIPIL DAN ARSITEKTUR1 Semen Type I Kg 1,440.002 Semen Warna Kg 1,500.003 Pasir pasang m3 100,000.004 Pasir urug m3 95,000.005 Tanah timbun m3 75,000.006 Kerikil m3 230,000.007 Agregat Kelas A m3 250,000.008 Batu kali 7 cm - 20 cm m3 180,000.009 Batu bata bh 650.0010 Base C Sirtu (30:70) m3 160,000.0011 Tiang pancang dia. 35 cm (Bottom pile) m' 285,000.0012 Tiang pancang dia. 35 cm (Upper pile) m' 309,000.0013 Beton K 300 m3 732,000.0014 Paving Block K 450, t = 6 mm bh 2,100.0015 Kayu 2/3 m3 4,462,500.0016 Kayu laut Ø 4" m 28,000.0017 Kayu laut Ø 2" m 23,000.0018 Kayu Sembarang (papan, broti dan balok) m3 4,462,500.0019 Kayu Meranti batu (Papan, broti dan balok) m3 9,862,300.0020 Kayu Damar Laut (papan, broti dan balok) m3 10,161,100.0021 Triplex uk 1,22x 2,44 m, t = 9 mm Lbr 110,400.0022 Triplex uk 1,22x 2,44 m, t = 6 mm lbr 81,000.00

23 Seng plat lbr 55,000.00

24 Besi Profil Kg 9,000.00

25 Besi ulir Kg 8,100.0026 Besi beton kg 8,000.0027 Kawat beton kg 9,867.2728 Besi Plat kg 9,350.0029 Besi Hollow 40 x 40 cm m' 10,000.0030 Hollow Celling 20 x 40 mm rangka plafon) m' 6,250.0031 Kawat Las Kg 27,000.0032 Aceton, Oxygen unit 281,750.0033 Denso Primer D bh 24,000.0034 Densopol 60 HT Tape ltr 150,000.0035 Paku kg 10,800.0036 Baut dinabolt dia. 10 mm/3,5" bh 2,664.0037 Cat Dasar kg 24,000.0038 Cat Menie kg 46,000.0039 Cat minyak kg 46,000.0040 Cat tembok setara Vinileks kg 19,650.0041 Thinner kg 23,000.0042 Atap Spandek tebal 0.50 mm m2 225,000.0043 Rabung Seng BJLS 35 lbr 39,400.00

HARGA SATUAN (RP)



TAHUN 2010

NO URAIAN SAT. KETERANGANHARGA SATUAN

(RP)

44 Baut atap bh 2,000.0045 Seng gelombang 6 ' lbr 39,600.00



TAHUN 2010

NO URAIAN SAT. KETERANGANHARGA SATUAN

(RP)

B PEKERJAAN INSTALASI LISTRIK

1 Lighting Control Panel unit 3,621,000.00 2 Box Panel 60x80x20 cm bh 1,300,000.00 3 MCCB 16 A bh 519,000.00 4 MCB 1P, 16 A bh 41,000.00 5 Current Transformer bh 132,000.00 6 Pilot Lamp bh 50,000.00 7 Ammeter 3 unit bh 110,000.00 8 Voltmeter 1 unit bh 110,000.00 9 Selector Switch bh 110,000.00

10 Kabel NYFGbY 4 x 16 mm2 m 96,800.00 11 Kabel NYY ukuran 3 x 4 mm2 m 18,000.00 12 Industrial light, 400 W complete unit 853,600.00 13 Kabel Tray 10x5x240 btg (2,4m) 270,000.00 14 Pipa PVC 1" btg (6m) 55,000.00 15 Sling Baja 8 mm m 18,000.00 16 Kabel NYA 70 mm2 (Grounding) m 77,300.00 17 Air rods m 17,500,000.00 18 Klem Grounding bh 50,000.00 19 Electrode Tester unit 1,800,000.00 20 Lightning Counter unit 2,000,000.00

A MOBILISASI PERALATAN1 Crane Kapasitas 3,5 Ton unit 2,000,000.002 Hammer + Pile driver unit 2,000,000.003 Vibratory Roller unit 2,000,000.00

B SEWA PERALATAN1 Crane Kapasitas 3,5 Ton Jam 455,062.502 Hammer + Pile driver Jam 212,677.803 Buldozer Jam 438,411.364 Motor grader Jam 366,982.505 Vibratory Roller Jam 268,785.006 Mesin las Jam 45,000.007 Mesin gerinda hr 30,000.008 Mesin Vibrator hr 60,000.00

REKAPITULASI BIAYA

PEMBANGUNAN WORKSHOP ALAT-ALAT BERAT

TAHUN 2010

NO URAIAN JUMLAH HARGA (Rp)

I PEKERJAAN PENDAHULUAN 117,029,670.30

II PEKERJAAN STRUKTUR 939,383,517.94

III PEKERJAAN ATAP 567,071,424.00

IV PEKERJAAN DINDING 143,235,499.65

V PEKERJAAN INSTALASI PENERANGAN 48,422,394.31

VI PEKERJAAN INSTALASI PENANGKAL PETIR 39,692,000.00

VII PEMASANGAN OVERHEAD CRANE 320,000,000.00

VIII PEKERJAAN LAIN-LAIN 5,100,000.00

Sub Total Rp. 2,179,934,506.20

PPn (10%) Rp. 217,993,450.62

Total Rp. 2,397,927,956.82

Pembulatan 2,397,927,000.00

Terbilang : "Dua milyar tiga ratus sembilan puluh tujuh juta sembilan ratus dua puluh tujuh ribu rupiah"

Documents

RAB, Analisa, Rekap Bengkel Alat Berat