peningk. tk

D A F T A R H A R G ASATUAN UPAH DAN HARGA BAHAN

PANITIA KEMITRAAN : TEKUKURDESA / KECAMATAN : KODONGIA / LOHIAKEGIATAN : PEMB. GEDUNG PKBMLOKASI : RT 01 / RW I DESA KODONGIATAHUN ANGGARAN : 2010

HARGANO. TENAGA KERJA SATUAN SATUAN

(Rp)

1 2 3 4

1. Mandor Hari 60,000.00 2. Kepala Tukang Hari 65,000.00 3. Tukang Batu Hari 60,000.00 4. Tukang Kayu Hari 60,000.00 5. Tukang Besi Hari 60,000.00 6. Tukang Cat Hari 60,000.00 7. Pekerja Hari 55,000.00

DAFTAR HARGA BAHAN / MATERIAL

HARGANO. U R A I A N SATUAN SATUAN

(Rp)

1 2 3 4

1 Portland Cement (PC) 50 Kg Zak 75,000.00 2 Portland Cement (PC) Kg 1,500.00 3 Semen Warna Kg 10,000.00 4 Pasir Urugan M3 135,000.00 5 Tanah Urug Pilihan M3 57,000.00 6 Pasir Ayak beton M3 175,000.00 7 Pasir Ayak Pasang M3 155,000.00 8 Kerikil Sungai Alam M3 250,000.00 9 Kerikil Sungai Pecah M3 445,000.00

10 Batu Pecah 1 - 2 M3 230,000.00 11 Batu Pecah 2 - 3 M3 230,000.00 12 Batu Pecah 5 - 7 M3 230,000.00 13 Batu Gunung / Belah M3 138,000.00 14 Batu Bata Biji 740.00 15 Papan Kls. I M3 3,250,000.00 16 Papan Kls. II M3 1,700,000.00 17 Papan Bekisting M3 800,000.00 18 Balok Kayu Kls. I M3 3,000,000.00 19 Balok Kayu Kls. II M3 1,500,000.00 20 Balok Kayu Kls. III M3 1,100,000.00 21 Dolken Btg 12,000.00 22 List Kaca 1 x 1 cm Kayu Kls. I M' 2,000.00 23 Tegel Porselin, 11 x 11 cm M2 58,000.00 24 Tegel Porselin, 11 x 11 cm Bh 698.80 25 Tegel Wafel, 20 x 20 cm M2 58,000.00 26 Tegel Wafel, 20 x 20 cm Bh 2,320.00 27 Tegel Keramik, 30 x 30 cm M2 48,000.00 28 Tegel Keramik, 30 x 30 cm Bh 4,363.64 29 Seng Bjls 020 KK 6,300.00 30 Seng Gelombang Bjls. 20 Lbr 63,000.00 31 Seng Plat Bjls 020 Lebar 30 cm M' 15,000.00 32 Seng Plat Bjls 020 Lbr 43,000.00 33 Genteng Multiroof Bh 88,000.00 34 Asbes Gelombang Kecil KK 9,500.00 35 Genteng Sakura Roof Buah 41,000.00 36 Nok Genteng Sakura Roof Buah 50,000.00 37 Nok Asbes Buah 18,500.00 38 Nok Atap Multi roof Buah 59,000.00 39 Eternit Lembar 22,500.00 40 Tripleks Tebal 3 mm Lembar 57,000.00 41 Teak Wood Lembar 105,000.00 42 Besi Beton Kg 13,000.00 43 Besi Beugel / Baut / Angker Kg 31,000.00

1 2 3 444 Kawat Bidrat Kg 22,500.00 45 Paku Campur Kg 20,000.00 46 Paku Tripleks Kg 30,500.00 47 Paku Seng Kg 30,000.00 48 Cat Meny Kg 18,500.00 49 Cat Seal Coat Kg 20,500.00 50 Cat Dasar Kg 15,500.00 51 Cat Kilap Kayu ( Glotex ) Kg 43,000.00 52 Cat Residu Kg 19,000.00 53 Minyak Cat Kg 17,500.00 54 Teak Oil Ltr 9,500.00 55 Minyak Bekisting Ltr 5,500.00 56 Amplas Kayu Lbr 3,500.00 57 Plamur Kg 7,100.00 58 Cat Tembok ( Aviteks ) 5 Kg Kg 16,000.00 59 Kapur Kg 1,900.00 60 Kaca Bening 5 mm M2 140,000.00 61 Kaca Bening 3 mm M2 106,500.00 62 Saklar Ganda Buah 20,000.00 63 Saklar Tunggal Buah 15,500.00 64 Stop Kontak Buah 18,500.00 65 Lampu TL 20 Watt Buah 40,500.00 66 Lampu Pijar 40 Watt Buah 8,000.00 67 Instalasi Titik Lampu Titik 74,500.00 68 Pas. Sekring Kast.2 Group Otomatis MCB Buah 135,000.00 69 Kunci Tanam Buah 135,000.00 70 Engsel Pintu Kupu - Kupu Kuningan Pasang 19,500.00 71 Engsel Jendela Kupu - Kupu Kuningan Pasang 10,500.00 72 Grendel Pintu Kuningan Pasang 20,500.00 73 Grendel Jendela Kuningan Pasang 4,700.00 74 Kait Angin Buah 12,500.00 75 Kloset Jongkok Porselen Buah 165,000.00 76 Kran Air Buah 25,000.00 77 Floor Drain Buah 17,000.00 78 Seal Type Buah 2,500.00 79 Pipa Galvanis 1/2 " M' 89,000.00 80 Pipa Galvanis 3/4 " M' 94,000.00 81 Pembuatan Saluran Keliling Bangunan M' 58,000.00 82 Pembuatan Bak Kontrol Buah 65,500.00 83 Paving Blok Pres Mesin M2 95,350.00 84 Paving Blok Cetak Manual M2 70,190.00 85 Grendel Jendela Biasa psg 3,000.00 86 Grendel Pintu Biasa psg 9,000.00 87 Grendel Pintu Kuningan psg 205,000.00

REKAPITULASIESTIMATE ENGINEER (EE)


J U M L A HNO. URAIAN PEKERJAAN

PAKET SWADAYA TOTAL

A PEMB. MCK

I. PEKERJAAN PERSIAPAN 1,100,000.00 900,000.00 2,000,000.00

II. PEKERJAAN DINDING DAN LANTAI 16,356,090.00 - 16,356,090.00

III PEKERJAAN KUSEN DAN PINTU 7,353,188.00 - 7,353,188.00

IV. PEKERJAAN RANGKA ATAP DAN ATAP 6,863,592.12 - 6,863,592.12

V. PEKERJAAN PLAFON DAN RANGKA PLAFON 7,174,020.00 - 7,174,020.00

VI. PEKERJAAN MENGECATAN DAN FINISHING - 2,659,065.60 2,659,065.60

B TERASI. PEKERJAAN TANAH DAN PONDASI 6,854,975.50 610,654.13 7,465,629.63

II. PEKERJAAN TIANG, RANGKA ATAP DAN ATAP 2,543,698.83 - 2,543,698.83

C PAVING BLOCK HALAMAM TKI. PEKERJAAN TANAH DAN PONDASI 8,666,790.00 464,634.30 9,131,424.30

D PONDASI KELILING HALAMAN - - -

I. PEKERJAAN TANAH DAN PONDASI 3,088,077.50 5,368,930.00 8,457,007.50

TOTAL 60,000,431.95 10,003,284.03 70,003,715.97

A. Real Cost 60,000,431.95 B. Dibulatkan 60,000,000.00

Terbilang : " Enam Puluh Juta Rupiah "

Kodongia, November 2010Diverifikasi Oleh : Dibuat Oleh :

POKJA PAKET KONSULTAN PAKET P2KP Panitia Kemitraan Tekukur

( Ir. MISWAN, MTP ) (IBNUL HAMSAH, ST ) ( HIBARANGKONO)Koordinator Fasilitator Teknik Ketua

DAFTAR KUANTITAS DAN HARGAPROYEK PENANGGULANGAN KEMISKINAN TERPADU ( PAKET ) P2KP 2010


PAKET ( Rp )HARGATOTAL

JUMLAH

NO URAIAN DAN JENIS PEKERJAAN SATUAN VOLUME SATUAN PAKET SWADAYA HARGA(Rp) (Rp) (Rp) (Rp) (Rp)

1 2 3 4 5 6 7 8 9A PENINGKATAN KUALITAS TK

I PEKERJAAN PERSIAPAN

1 Pengukuran dan Pemasangan Bowplank Ls 1.00 300,000.00 300,000.00 250,000.00 50,000.00 300,000.00 2 Administrasi & Dokumentasi Ls 1.00 750,000.00 750,000.00 350,000.00 400,000.00 750,000.00 3 Pelaporan Ls 1.00 500,000.00 500,000.00 150,000.00 350,000.00 500,000.00 4 Pembersihan Lokasi Ls 1.00 250,000.00 250,000.00 150,000.00 100,000.00 250,000.00 5 Papan Nama Kegiatan Ls 1.00 200,000.00 200,000.00 200,000.00 - 200,000.00

Sub Total I 2,000,000.00 1,100,000.00 900,000.00 2,000,000.00

II PEKERJAAN DINDING DAN LANTAI

1 Pek. Pas. Tembok Batu Bata 1 : 5 M2 8.800 98,445.00 866,316.00 866,316.00 - 866,316.00 2 Pek. Plesteran Dinding 1 Pc : 5 Psr M2 65.600 31,465.00 2,064,104.00 2,064,104.00 - 2,064,104.00 3 Pek. Plesteran Dinding 1 Pc : 2 Psr M2 36,990.00 - - - - 4 Pek. Plesteran Pondasi 1 Pc : 3 Psr M2 7.000 34,240.00 239,680.00 239,680.00 - 239,680.00 5 Pas. Lantai Tegel Wafel 20 x 20 M2 155,755.00 - - - - 6 Pas. Lantai Rabat 1 : 3 : 5 M3 3.600 747,675.00 2,691,630.00 2,691,630.00 - 2,691,630.00 7 Pas. Lantai Keramik 30 x 30 Cm M2 72.000 145,755.00 10,494,360.00 10,494,360.00 - 10,494,360.00

Sub Total II 16,356,090.00 16,356,090.00 - 16,356,090.00

III PEKERJAAN KUSEN DAN PINTU

1 Kusen Pintu dan Jendela Kayu Klas I M3 0.550 4,978,000.00 2,737,900.00 2,737,900.00 - 2,737,900.00 2 Daun Pintu Panil Kayu Klas I M3 3.200 354,250.00 1,133,600.00 1,133,600.00 - 1,133,600.00 3 Daun Jendela Kaca Kayu Wola M2 2.400 399,650.00 959,160.00 959,160.00 - 959,160.00 4 Jalusi Mati Kayu Jati M2 3.000 360,000.00 1,080,000.00 1,080,000.00 - 1,080,000.00 5 Pasangan Kaca Mati Polos 5 mm M2 2.400 127,995.00 307,188.00 307,188.00 - 307,188.00 6 Pasangan Kunci Tanam 2 x Slaag Buah 2.000 178,380.00 356,760.00 356,760.00 - 356,760.00 7 Pasangan Engsel Pintu Kuningan Buah 4.000 30,345.00 121,380.00 121,380.00 - 121,380.00 8 Pasangan Engsel Jendela Kuningan Buah 16.000 17,730.00 283,680.00 283,680.00 - 283,680.00 9 Pasangan Kait angin Buah 16.000 23,345.00 373,520.00 373,520.00 - 373,520.00

Sub Total III 7,353,188.00 7,353,188.00 - 7,353,188.00

IV PEKERJAAN RANGKA ATAP DAN ATAP

1 Pekerjaan Kuda-Kuda KlsII M3 3,161,000.00 - - - - 2 Pekerjaan Gording & Konsol Kls II M3 0.580 3,161,000.00 1,833,380.00 1,833,380.00 - 1,833,380.00 3 Pekerjaan Atap Seng M2 76.000 55,650.00 4,229,400.00 4,229,400.00 - 4,229,400.00 4 Pekerjaan Listplank 2/25 Klas I M2 8.750 57,730.00 505,137.50 505,137.50 - 505,137.50 5 Pek. Nok Atap Seng M 9.500 24,597.33 233,674.62 233,674.62 - 233,674.62 6 Pasangan Angker Baut beugel Kg 2.000 31,000.00 62,000.00 62,000.00 - 62,000.00

Sub Total IV 6,863,592.12 6,863,592.12 - 6,863,592.12

V PEKERJAAN PLAFON DAN RANGKA PLAFON

1 Pek. Rangka Plafond M2 48.000 59,850.00 2,872,800.00 2,872,800.00 - 2,872,800.00 2 Pek. Plafond Tripleks 3 mm M2 48.000 33,000.00 1,584,000.00 1,584,000.00 - 1,584,000.00 3 Pek. List Plafond 1 x 4 Cm M2 40.000 4,705.00 188,200.00 188,200.00 - 188,200.00 1 Pek. Rangka Plafond Luar M2 24.400 59,850.00 1,460,340.00 1,460,340.00 - 1,460,340.00 2 Pek. Plafond Tripleks 3 mm M2 24.400 33,000.00 805,200.00 805,200.00 - 805,200.00 3 Pek. List Plafond 1 x 4 Cm M2 56.000 4,705.00 263,480.00 263,480.00 - 263,480.00

Sub Total V 7,174,020.00 7,174,020.00 - 7,174,020.00

VI PEKERJAAN MENGECATAN DAN FINISHING

1 Pekerjaan Plamur + Cat Tembok M2 68.000 11,909.50 809,846.00 - 809,846.00 809,846.00 2 Pekerjaan Cat Plafond M2 72.400 11,909.50 862,247.80 - 862,247.80 862,247.80 2 Pekerjaan Cat Kusen, Pintu dan Jendela M2 64.400 11,909.50 766,971.80 - 766,971.80 766,971.80 3 Pembersihan Bekas Pekerjaan Ls 1.000 220,000.00 220,000.00 - 220,000.00 220,000.00

Sub Total VI 2,659,065.60 - 2,659,065.60 2,659,065.60

ANALISA HARGA SATUAN PEKERJAAN BONGKARAN

L.5. 10 M2 Membongkar Lantai LamaL.5.1. TENAGA

Pekerja 1.000 OH x Rp. 55,000.00 = Rp. 55,000.00 Tukang - OH x Rp. 60,000.00 = Rp. - Kepala Tukang - OH x Rp. 65,000.00 = Rp. - Mandor 0.100 OH x Rp. 60,000.00 = Rp. 6,000.00

Jumlah 1 = Rp. 61,000.00 Untuk 1 M2 = Rp. 6,100.00

L.6. 10 M2 Mengupas Plesteran LamaL.6.1. TENAGA



L.7. 10 M2 Membongkar Dinding BataL.7.1. TENAGA

Pekerja 2.000 OH x Rp. 55,000.00 = Rp. 110,000.00 Tukang 0.600 OH x Rp. 60,000.00 = Rp. 36,000.00 Kepala Tukang 0.060 OH x Rp. 65,000.00 = Rp. 3,900.00 Mandor 0.100 OH x Rp. 60,000.00 = Rp. 6,000.00


L.8. 10 M2 Menurunkan Atap SengL.8.1. TENAGA



L.9. 1 M3 Menurunkan Rangka Atap LamaL.9.1. TENAGA

Pekerja 0.100 OH x Rp. 55,000.00 = Rp. 5,500.00 Tukang 0.450 OH x Rp. 60,000.00 = Rp. 27,000.00 Kepala Tukang 0.045 OH x Rp. 65,000.00 = Rp. 2,925.00 Mandor 0.050 OH x Rp. 60,000.00 = Rp. 3,000.00

Jumlah 1 = Rp. 38,425.00

ANALISA HARGA SATUAN PEKERJAAN TANAH

6.1. 1 m3 Galian Tanah Biasa Sedalam 1 Meter6.1.1. TENAGA

Pekerja 0.400 OH x Rp. 55,000.00 = Rp. 22,000.00 Tukang Gali - OH x Rp. 60,000.00 = Rp. - Kepala Tukang - OH x Rp. 65,000.00 = Rp. - Mandor 0.040 OH x Rp. 60,000.00 = Rp. 2,400.00

Jumlah 1 = Rp. 24,400.00

6.9. 1 m3 Urugan Kembali6.9.1. TENAGA

Pekerja 0.192 OH x Rp. 55,000.00 = Rp. 10,560.00 Tukang Gali - OH x Rp. 60,000.00 = Rp. - Kepala Tukang - OH x Rp. 65,000.00 = Rp. - Mandor 0.019 OH x Rp. 60,000.00 = Rp. 1,140.00

Jumlah 1 = Rp. 11,700.00

6.11. 1 m3 Urugan Tanah Didatangkan6.11.1. BAHAN

Tanah Urug 1.200 M3 x Rp. 57,000.00 = Rp. 68,400.00 Jumlah 1 = Rp. 68,400.00

6.11.2. TENAGAPekerja 0.300 OH x Rp. 55,000.00 = Rp. 16,500.00 Tukang Gali - OH x Rp. 60,000.00 = Rp. - Kepala Tukang - OH x Rp. 65,000.00 = Rp. - Mandor 0.010 OH x Rp. 60,000.00 = Rp. 600.00

Jumlah 2 = Rp. 17,100.00 Jumlah (1) + (2) = Rp. 85,500.00

6.11.a 1 m3 Urugan Pasir6.11.1. BAHAN

Pasir Urug 1.200 M3 x Rp. 135,000.00 = Rp. 162,000.00 Jumlah 1 = Rp. 162,000.00

6.11.2. TENAGAPekerja 0.300 OH x Rp. 55,000.00 = Rp. 16,500.00 Tukang Gali - OH x Rp. 60,000.00 = Rp. - Kepala Tukang - OH x Rp. 65,000.00 = Rp. - Mandor 0.010 OH x Rp. 60,000.00 = Rp. 600.00


ANALISA HARGA SATUAN PEKERJAAN PONDASI

6.2. 1 m3 Pasangan Pondasi Batu Kali, 1 Pc : 2 Ps6.2.1. BAHAN

Batu Belah 15/20 cm 1.100 M3 x Rp. 138,000.00 = Rp. 151,800.00 Semen Portland 267.000 Kg x Rp. 1,500.00 = Rp. 400,500.00 Pasir Pasang 0.427 M3 x Rp. 155,000.00 = Rp. 66,185.00

Jumlah 1 = Rp. 618,485.00

6.2.2. TENAGAPekerja 1.500 OH x Rp. 55,000.00 = Rp. 82,500.00 Tukang Batu 0.600 OH x Rp. 60,000.00 = Rp. 36,000.00 Kepala Tukang 0.060 OH x Rp. 65,000.00 = Rp. 3,900.00 Mandor 0.075 OH x Rp. 60,000.00 = Rp. 4,500.00


6.4. 1 m3 Pasangan Pondasi Batu Kali, 1 Pc : 3 Ps6.6. 1 m3 Pasangan Pondasi Batu Kali, 1 Pc : 5 Ps6.6.1. BAHAN

Batu Belah 15/20 cm 1.100 M3 x Rp. 138,000.00 = Rp. 151,800.00 Semen Portland 136.000 Kg x Rp. 1,500.00 = Rp. 204,000.00 Pasir Pasang 0.544 M3 x Rp. 155,000.00 = Rp. 84,320.00

Jumlah 1 = Rp. 440,120.00



6.14. 1 m3 Pasangan Pondasi Batu Kosong6.14.1. BAHAN

Batu Belah 15/20 cm 1.200 M3 x Rp. 138,000.00 = Rp. 165,600.00 Pasir Urug 0.300 M3 x Rp. 135,000.00 = Rp. 40,500.00

Jumlah 1 = Rp. 206,100.00



ANALISA HARGA SATUAN PEKERJAAN DINDING

6.9. 1 m2 Pasangan Batu Merah Tebal 1/2 Bata, 1 Pc : 2 Ps6.9.1. BAHAN

Batu Merah 5 x 11 x 22 cm 70.000 Bh x Rp. 740.00 = Rp. 51,800.00 Semen Portland 18.950 Kg x Rp. 1,500.00 = Rp. 28,425.00 Pasir Pasang 0.038 M3 x Rp. 155,000.00 = Rp. 5,890.00

Jumlah 1 = Rp. 86,115.00

6.9.2. TENAGAPekerja 0.320 OH x Rp. 55,000.00 = Rp. 17,600.00 Tukang Batu 0.100 OH x Rp. 60,000.00 = Rp. 6,000.00 Kepala Tukang 0.010 OH x Rp. 65,000.00 = Rp. 650.00 Mandor 0.015 OH x Rp. 60,000.00 = Rp. 900.00




Jumlah 1 = Rp. 79,555.00





Jumlah 1 = Rp. 73,295.00



ANALISA HARGA SATUAN PEKERJAAN PLESTERAN

6.2. 1 m2 Plesteran 1 Pc : 2 Ps, Tebal 15 mm6.2.1. BAHAN

Semen Portland 8.520 Kg x Rp. 1,500.00 = Rp. 12,780.00 Pasir Pasang 0.017 M3 x Rp. 155,000.00 = Rp. 2,635.00

Jumlah 1 = Rp. 15,415.00





Jumlah 1 = Rp. 12,665.00





Jumlah 1 = Rp. 9,890.00



6.5. 1 m2 Pek. Acian 6.5.1. BAHAN

Semen Portland 0.080 Kg x Rp. 1,500.00 = Rp. 120.00 Amplas 0.500 Lbr x Rp. 3,500.00 = Rp. 1,750.00

Jumlah 1 = Rp. 1,870.00

6.5.2. TENAGAPekerja 0.060 OH x Rp. 55,000.00 = Rp. 3,300.00 Tukang Batu 0.050 OH x Rp. 60,000.00 = Rp. 3,000.00 Kepala Tukang 0.005 OH x Rp. 65,000.00 = Rp. 325.00


ANALISA HARGA SATUAN PEKERJAAN KAYU

6.1. 1 m3 Pasang Kusen Pintu dan Jendela Kayu Jati6.1.1. BAHAN

Kayu Jati, Balok 1.100 M3 x Rp. 3,000,000.00 = Rp. 3,300,000.00 Jumlah 1 = Rp. 3,300,000.00

6.1.2. TENAGAPekerja 6.000 OH x Rp. 55,000.00 = Rp. 330,000.00 Tukang Kayu 20.000 OH x Rp. 60,000.00 = Rp. 1,200,000.00 Kepala Tukang 2.000 OH x Rp. 65,000.00 = Rp. 130,000.00 Mandor 0.300 OH x Rp. 60,000.00 = Rp. 18,000.00

Jumlah 2 = Rp. 1,678,000.00 Jumlah (1) + (2) = Rp. 4,978,000.00

6.2. 1 m3 Pasang Kusen Pintu dan Jendela Kayu Kls II6.2.1. BAHAN

Kayu Kls II, Balok 1.200 M3 x Rp. 1,500,000.00 = Rp. 1,800,000.00 Jumlah 1 = Rp. 1,800,000.00

6.2.2. TENAGAPekerja 6.000 OH x Rp. 55,000.00 = Rp. 330,000.00 Tukang Kayu 18.000 OH x Rp. 60,000.00 = Rp. 1,080,000.00 Kepala Tukang 2.000 OH x Rp. 65,000.00 = Rp. 130,000.00 Mandor 0.300 OH x Rp. 60,000.00 = Rp. 18,000.00


6.7. 1 m3 Pasang Pintu Panel Kayu Jati6.7.1. BAHAN

Kayu Jati, Papan 0.040 M3 x Rp. 3,250,000.00 = Rp. 130,000.00 Jumlah 1 = Rp. 130,000.00

6.7.2. TENAGAPekerja 1.000 OH x Rp. 55,000.00 = Rp. 55,000.00 Tukang Kayu 2.500 OH x Rp. 60,000.00 = Rp. 150,000.00 Kepala Tukang 0.250 OH x Rp. 65,000.00 = Rp. 16,250.00 Mandor 0.050 OH x Rp. 60,000.00 = Rp. 3,000.00


6.9. 1 m2 Pasang Pintu dan Jendela Kaca Kayu Jati6.9.1. BAHAN

Kayu Jati, Papan 0.035 M3 x Rp. 3,250,000.00 = Rp. 113,750.00 Kaca Polos 3 mm 1.000 M2 x Rp. 106,500.00 = Rp. 106,500.00

Jumlah 1 = Rp. 220,250.00



6.16. 1 m2 Pasang Jalusi Mati Kusen Kayu Jati6.16.1. BAHAN

Kayu Jati, Papan 0.0600 M3 x Rp. 3,250,000.00 = Rp. 195,000.00 Paku Campur 0.150 Kg x Rp. 20,000.00 = Rp. 3,000.00

Jumlah 1 = Rp. 198,000.00



6.28. 1 m3 Pasang Konstruksi Kuda-Kuda Kayu Kls II6.28.1. BAHAN

Kayu Klas II, Balok 1.100 M3 x Rp. 1,500,000.00 = Rp. 1,650,000.00 Besi Beugel, Baut, Angker 15.000 Kg x Rp. 31,000.00 = Rp. 465,000.00 Paku Campur 0.800 Kg x Rp. 20,000.00 = Rp. 16,000.00

Jumlah 1 = Rp. 2,131,000.00



6.33. 1 m2 Pasang Kaso + Reng Genteng Sakura Roof Kayu Kls. II6.33.1. BAHAN

Kaso + Reng Balok Kayu Kls II 0.014 M3 x Rp. 1,500,000.00 = Rp. 21,000.00 Paku Campur 0.150 Kg x Rp. 20,000.00 = Rp. 3,000.00

Jumlah 1 = Rp. 24,000.00

6.33.2. TENAGAPekerja 0.100 OH x Rp. 55,000.00 = Rp. 5,500.00 Tukang Kayu 0.100 OH x Rp. 60,000.00 = Rp. 6,000.00 Kepala Tukang 0.010 OH x Rp. 65,000.00 = Rp. 650.00 Mandor 0.005 OH x Rp. 60,000.00 = Rp. 300.00


= Rp. - = Rp. 36,450.00

6.39. 1 m2 Pasang Rangka Plafond, Kayu Kls III6.39.1. BAHAN

Kayu Klas III, Balok 0.023 M3 x Rp. 1,100,000.00 = Rp. 25,300.00 Paku Campur 0.150 Kg x Rp. 20,000.00 = Rp. 3,000.00

Jumlah 1 = Rp. 28,300.00

6.39.2. TENAGAPekerja 0.200 OH x Rp. 55,000.00 = Rp. 11,000.00 Tukang Kayu 0.300 OH x Rp. 60,000.00 = Rp. 18,000.00 Kepala Tukang 0.030 OH x Rp. 65,000.00 = Rp. 1,950.00 Mandor 0.010 OH x Rp. 60,000.00 = Rp. 600.00


6.49. 1 m2 Pasang Lisplang Ukuran (3 x 30) m, Kayu Jati6.49.1. BAHAN

Kayu Jati, Papan 0.0110 M3 x Rp. 3,250,000.00 = Rp. 35,750.00 Paku Campur 0.050 Kg x Rp. 20,000.00 = Rp. 1,000.00

Jumlah 1 = Rp. 36,750.00



6.49. 1 m2 Pasang Lisplang Ukuran (3 x 30) m, Kayu II6.49.1. BAHAN

Papan Klas II 0.0110 M3 x Rp. 1,700,000.00 = Rp. 18,700.00 Paku Campur 0.050 Kg x Rp. 20,000.00 = Rp. 1,000.00

Jumlah 1 = Rp. 19,700.00



6.60. 1 m2 Pasang List Plafond Kayu Profil6.60.1. BAHAN

Kayu Profil 1.0500 M' x Rp. 2,000.00 = Rp. 2,100.00 Jumlah 1 = Rp. 2,100.00



6.58. 1 m2 Pasang Dinding Lambriziring Papan Jati6.58.1. BAHAN

Kayu Jati, Papan 0.0070 M3 x Rp. 3,250,000.00 = Rp. 22,750.00 Paku Campur 0.100 Kg x Rp. 20,000.00 = Rp. 2,000.00 Paku Sekrup 3, 5" 0.150 Kg x Rp. 20,000.00 = Rp. 3,000.00

Jumlah 1 = Rp. 27,750.00



6 1 m2 Pasang Jalusi Mati Kusen Klas IIBAHANKayu Klas II, Papan 0.0600 M3 x Rp. 1,700,000.00 = Rp. 102,000.00 Paku Campur 0.150 Kg x Rp. 20,000.00 = Rp. 3,000.00

Jumlah 1 = Rp. 105,000.00

TENAGAPekerja 0.500 OH x Rp. 55,000.00 = Rp. 27,500.00 Tukang Kayu 2.000 OH x Rp. 60,000.00 = Rp. 120,000.00 Kepala Tukang 0.200 OH x Rp. 65,000.00 = Rp. 13,000.00 Mandor 0.025 OH x Rp. 60,000.00 = Rp. 1,500.00


ANALISA HARGA SATUAN PEKERJAAN BETON

6.1. 1 m3 Membuat Beton Tumbuk 1 Pc : 3 Ps : 5 Kr6.1.1. BAHAN

Semen Portland 218.000 Kg x Rp. 1,500.00 = Rp. 327,000.00 Pasir Beton 0.520 M3 x Rp. 175,000.00 = Rp. 91,000.00 Koral Beton 0.870 M3 x Rp. 250,000.00 = Rp. 217,500.00

Jumlah 1 = Rp. 635,500.00



6.39. 1 m3 Membuat Sloof Beton Bertulang 6.39.1. BAHAN

Kayu Bekisting 0.270 M3 x Rp. 800,000.00 = Rp. 216,000.00 Paku Campur 2.000 Kg x Rp. 20,000.00 = Rp. 40,000.00 Minyak Bekisting 0.600 Ltr x Rp. 5,500.00 = Rp. 3,300.00 Besi Beton Polos 110.000 Kg x Rp. 13,000.00 = Rp. 1,430,000.00 Kawat Beton 3.000 Kg x Rp. 22,500.00 = Rp. 67,500.00 Semen Portland 323.000 Kg x Rp. 1,500.00 = Rp. 484,500.00 Pasir Beton 0.520 M3 x Rp. 175,000.00 = Rp. 91,000.00 Koral Beton 0.780 M3 x Rp. 250,000.00 = Rp. 195,000.00

Jumlah 1 = Rp. 2,527,300.00

6.39.2. TENAGAPekerja 4.850 OH x Rp. 55,000.00 = Rp. 266,750.00 Tukang Batu 0.350 OH x Rp. 60,000.00 = Rp. 21,000.00 Tukang Kayu 1.560 OH x Rp. 60,000.00 = Rp. 93,600.00 Tukang Besi 1.400 OH x Rp. 60,000.00 = Rp. 84,000.00 Kepala Tukang 0.331 OH x Rp. 65,000.00 = Rp. 21,515.00 Mandor 0.170 OH x Rp. 60,000.00 = Rp. 10,200.00

Jumlah 2 = Rp. 497,065.00 Jumlah (1) + (2) = Rp. 3,024,365.00

6.40. 1 m3 Membuat Kolom Beton Bertulang 6.40.1. BAHAN

Kayu Bekisting 0.400 M3 x Rp. 800,000.00 = Rp. 320,000.00 Paku Campur 4.000 Kg x Rp. 20,000.00 = Rp. 80,000.00 Minyak Bekisting 2.000 Ltr x Rp. 5,500.00 = Rp. 11,000.00 Besi Beton Polos 110.000 Kg x Rp. 13,000.00 = Rp. 1,430,000.00 Kawat Beton 4.500 Kg x Rp. 22,500.00 = Rp. 101,250.00 Semen Portland 323.000 Kg x Rp. 1,500.00 = Rp. 484,500.00 Pasir Beton 0.520 M3 x Rp. 175,000.00 = Rp. 91,000.00 Koral Beton 0.780 M3 x Rp. 250,000.00 = Rp. 195,000.00

Jumlah 1 = Rp. 2,712,750.00



6.46. 1 m' Membuat Ring Balok Beton Bertulang6.46.1. BAHAN

Kayu Bekisting 0.003 M3 x Rp. 800,000.00 = Rp. 2,400.00 Paku Campur 0.020 Kg x Rp. 20,000.00 = Rp. 400.00 Besi Beton Polos 3.600 Kg x Rp. 13,000.00 = Rp. 46,800.00 Kawat Beton 0.050 Kg x Rp. 22,500.00 = Rp. 1,125.00 Semen Portland 5.500 Kg x Rp. 1,500.00 = Rp. 8,250.00 Pasir Beton 0.009 M3 x Rp. 175,000.00 = Rp. 1,575.00 Koral Beton 0.015 M3 x Rp. 250,000.00 = Rp. 3,750.00

Jumlah 1 = Rp. 64,300.00

6.46.2. TENAGAPekerja 0.100 OH x Rp. 55,000.00 = Rp. 5,500.00 Tukang Batu 0.033 OH x Rp. 60,000.00 = Rp. 1,980.00 Tukang Kayu 0.033 OH x Rp. 60,000.00 = Rp. 1,980.00 Tukang Besi 0.033 OH x Rp. 60,000.00 = Rp. 1,980.00 Kepala Tukang 0.010 OH x Rp. 65,000.00 = Rp. 650.00 Mandor 0.005 OH x Rp. 60,000.00 = Rp. 300.00


6.47. 1 M3 Membuat Pondasi Beton Bertulang (150 Kg besi + bekisting)6.47.1. BAHAN

Kayu Bekisting 0.200 M3 x Rp. 800,000.00 = Rp. 160,000.00 Paku Campur 1.500 Kg x Rp. 20,000.00 = Rp. 30,000.00 Besi Beton Polos 150.000 Kg x Rp. 13,000.00 = Rp. 1,950,000.00 Kawat Beton 2.250 Kg x Rp. 22,500.00 = Rp. 50,625.00 Semen Portland 323.000 Kg x Rp. 1,500.00 = Rp. 484,500.00 Pasir Beton 0.520 M3 x Rp. 175,000.00 = Rp. 91,000.00 Koral Beton 0.780 M3 x Rp. 250,000.00 = Rp. 195,000.00

Jumlah 1 = Rp. 2,961,125.00



6.1. 1 m3 Membuat Lantai Beton Tumbuk 1 Pc : 3 Ps : 5 Kr Tebal 5 Cm6.1.1. BAHAN


Jumlah 1 = Rp. 30,550.00



6.33. 1 m2 Pasang Bekisting untuk Dinding6.33.1. BAHAN

Kayu Terentang 0.030 M3 x Rp. 12,000.00 = Rp. 360.00 Paku Biasa 2' - 5' 0.400 Kg x Rp. 20,000.00 = Rp. 8,000.00 Minyak Bekisting 0.200 Ltr x Rp. 5,500.00 = Rp. 1,100.00 Balok Kayu Borneo 0.020 M3 x Rp. 1,100,000.00 = Rp. 22,000.00 Tripleks Tebal 3 mm 0.350 Lbr x Rp. 57,000.00 = Rp. 19,950.00 Dolken Kayu Galam Dia. 8-10/4m 3.000 Btg x Rp. 12,000.00 = Rp. 36,000.00 Formtie/Penjaga Jarak Bekisting/Spacer 4.000 Bh x Rp. 12,000.00 = Rp. 48,000.00

Jumlah 1 = Rp. 135,410.00

6.33.2. TENAGAPekerja 0.320 OH x Rp. 55,000.00 = Rp. 17,600.00 Tukang Batu 0.330 OH x Rp. 60,000.00 = Rp. 19,800.00 Kepala Tukang 0.033 OH x Rp. 65,000.00 = Rp. 2,145.00 Mandor 0.006 OH x Rp. 60,000.00 = Rp. 360.00


6.13. 1 m3 Membuat Beton Bertulang 1 Pc : 2 Ps : 3 Kr6.13.1. BAHAN


Jumlah 1 = Rp. 801,000.00



6.25. 1 Kg Pembesian Dengan Besi Polos atau Besi Ulir6.25.1. BAHAN

Besi Beton (Polos/Ulir) 1.050 Kg x Rp. 13,000 = Rp. 13,650.00 Kawat Beton 0.015 Kg x Rp. 22,500 = Rp. 337.50

Jumlah 1 = Rp. 13,987.50

6.25.2. TENAGAPekerja 0.007 OH x Rp. 55,000.00 = Rp. 385.00 Tukang Batu 0.007 OH x Rp. 60,000.00 = Rp. 420.00 Kepala Tukang 0.0007 OH x Rp. 65,000.00 = Rp. 45.50 Mandor 0.0003 OH x Rp. 60,000.00 = Rp. 18.00

Jumlah 2 = Rp. 868.50 Jumlah (1) + (2) = Rp. 14,856.00

ANALISA HARGA SATUAN PEKERJAAN PENUTUP ATAP

6.32. 1 m2 Pasang Atap Sakura Roof

6.32.1. BAHAN

Genteng Sakura Roof 1.020 Lbr x Rp. 41,000.00 = Rp. 41,820.00

Paku Campur 0.200 Kg x Rp. 20,000.00 = Rp. 4,000.00

Jumlah 1 = Rp. 45,820.00

6.32.2. TENAGA

Pekerja 0.200 OH x Rp. 55,000.00 = Rp. 11,000.00

Tukang Kayu 0.100 OH x Rp. 60,000.00 = Rp. 6,000.00

Kepala Tukang 0.010 OH x Rp. 65,000.00 = Rp. 650.00

Mandor 0.001 OH x Rp. 60,000.00 = Rp. 60.00

Jumlah 2 = Rp. 17,710.00

Jumlah (1) + (2) = Rp. 63,530.00

= Rp. -

= Rp. 63,530.00

6.36. 1 m' Pasang Nok Atap Sakura Roof

6.36.1. BAHAN

Bubungan Sakura Roof 1.100 Bh x Rp. 50,000.00 = Rp. 55,000.00

Paku Campur 0.050 Kg x Rp. 20,000.00 = Rp. 1,000.00

Jumlah 1 = Rp. 56,000.00

6.36.2. TENAGA

Pekerja 0.250 OH x Rp. 55,000.00 = Rp. 13,750.00

Tukang Kayu 0.150 OH x Rp. 60,000.00 = Rp. 9,000.00

Kepala Tukang 0.015 OH x Rp. 65,000.00 = Rp. 975.00

Mandor 0.013 OH x Rp. 60,000.00 = Rp. 780.00

Jumlah 2 = Rp. 24,505.00

Jumlah (1) + (2) = Rp. 80,505.00

= Rp. -

= Rp. 80,505.00

6.38. 1 m2 Pasang Atap Seng Gelombang6.38.1. BAHAN

Seng Gelombang Bjls. 20 0.700 Lbr x Rp. 63,000.00 = Rp. 44,100.00 Paku Seng 1/2" - 1" 0.020 Kg x Rp. 30,000.00 = Rp. 600.00

Jumlah 1 = Rp. 44,700.00



6 1 m2 Pasang Atap Nok Seng BAHANSeng Plat Bjls. 20 0.300 Lbr x Rp. 33,557.76 = Rp. 10,067.33 Paku Seng 1/2" - 1" 0.040 Kg x Rp. 30,000.00 = Rp. 1,200.00

Jumlah 1 = Rp. 11,267.33

TENAGAPekerja 0.150 OH x Rp. 55,000.00 = Rp. 8,250.00 Tukang Kayu 0.070 OH x Rp. 60,000.00 = Rp. 4,200.00 Kepala Tukang 0.008 OH x Rp. 65,000.00 = Rp. 520.00 Mandor 0.006 OH x Rp. 60,000.00 = Rp. 360.00


ANALISA HARGA SATUAN PEKERJAAN LANGIT-LANGIT

6.22. 1 m2 Plafond Eternit ( 1,00 x 1,00 )m, tebal 3 mm6.22.1. BAHAN

Plat Eternit 1.100 Lbr x Rp. 22,500.00 = Rp. 24,750.00 Paku 0.010 Kg x Rp. 30,500.00 = Rp. 305.00

Jumlah 1 = Rp. 25,055.00



6.22. 1 m2 Plafond Tripleks ( 60 x 120 )cm, tebal 3 mm6.22.1. BAHAN

Tripleks tebal 3mm 0.375 Lbr x Rp. 57,000.00 = Rp. 21,375.00 Paku 0.030 Kg x Rp. 30,500.00 = Rp. 915.00

Jumlah 1 = Rp. 22,290.00



6.22. 1 m2 Plafond Clasiboard ( 1,00 x 1,00 )m, tebal 5 mm6.22.1. BAHAN

Clasiboard 1.100 Lbr x Rp. 62,500.00 = Rp. 68,750.00 Paku 0.010 Kg x Rp. 30,500.00 = Rp. 305.00

Jumlah 1 = Rp. 69,055.00



ANALISA HARGA SATUAN PEKERJAAN BESI DAN ALLUMINIUM

6.1. 1 Buah Pasangan Kunci Tanam6.1.1. BAHAN

Kunci Tanam 1.000 Buah x Rp. 135,000.00 = Rp. 135,000.00 Jumlah 1 = Rp. 135,000.00



6.5. 1 Buah Pasangan Engsel Pintu6.5.1. BAHAN

Engsel Pintu 1.000 Buah x Rp. 19,500.00 = Rp. 19,500.00 Jumlah 1 = Rp. 19,500.00

6.5.2. TENAGAPekerja 0.015 OH x Rp. 55,000.00 = Rp. 825.00 Tukang Kayu 0.150 OH x Rp. 60,000.00 = Rp. 9,000.00 Kepala Tukang 0.015 OH x Rp. 65,000.00 = Rp. 975.00 Mandor 0.0008 OH x Rp. 60,000.00 = Rp. 45.00


6.6. 1 Buah Pasangan Engsel Jendela6.6.1. BAHAN

Engsel Jendela 1.000 Buah x Rp. 10,500.00 = Rp. 10,500.00 Jumlah 1 = Rp. 10,500.00



6.9. 1 Buah Pasangan Kait Angin6.9.1. BAHAN

Kait Angin 1.000 Buah x Rp. 12,500.00 = Rp. 12,500.00 Jumlah 1 = Rp. 12,500.00



6.11. 1 Buah Pasangan Kunci Selot6.11.1. BAHAN

Kunci Selot / Grender 1.000 Buah x Rp. 4,700.00 = Rp. 4,700.00 Jumlah 1 = Rp. 4,700.00



6.17. 1 M2 Pasangan Kaca Tebal 3 mm6.17.1. BAHAN

Kaca Polos 3 mm 1.100 M2 x Rp. 106,500.00 = Rp. 117,150.00 Jumlah 1 = Rp. 117,150.00



ANALISA HARGA SATUAN PEKERJAAN PENUTUP LANTAI DAN DINDING

6.44. 1 m2 Pasang Lantai Wafel 20 x 20 cm6.44.1. BAHAN

Wafel 20 x 20 cm 25.000 Bh x Rp. 2,320.00 = Rp. 58,000.000 Semen Portland 11.380 Kg x Rp. 1,500.00 = Rp. 17,070.000 Pasir Pasang 0.0420 M3 x Rp. 155,000.00 = Rp. 6,510.000 Semen Warna 1.500 Kg x Rp. 10,000.00 = Rp. 15,000.000

Jumlah 1 = Rp. 96,580.000



6.47. 1 m2 Pasangan Lantai Keramik 30 x 30 Cm

6.47.1. BAHANKeramik 30 x 30 Cm 11.000 Bh x Rp. 4,363.64 = Rp. 48,000.00 Semen Portland 11.380 Kg x Rp. 1,500.00 = Rp. 17,070.00 Pasir Pasang 0.042 M3 x Rp. 155,000.00 = Rp. 6,510.00 Semen Warna 1.500 Kg x Rp. 10,000.00 = Rp. 15,000.00

Jumlah 1 = Rp. 86,580.00



6.58. 1 m2 Pasangan Dinding Porselin 11 x 11 Cm6.58.1. BAHAN

Porselin 11 x 11 Cm 83.000 Bh x Rp. 698.80 = Rp. 58,000.00 Semen Portland 9.300 Kg x Rp. 1,500.00 = Rp. 13,950.00 Pasir Pasang 0.018 M3 x Rp. 155,000.00 = Rp. 2,790.00 Semen Warna 1.500 Kg x Rp. 10,000.00 = Rp. 15,000.00

Jumlah 1 = Rp. 58,000.00



6.2.b 1 Bh Memasang 1 Buah Kloset Jongkok Porselin BAHANKloset Jongkok Porselin 1.000 Bh x Rp. 165,000.00 = Rp. 165,000.00 Semen Portland 6.000 Kg x Rp. 1,500.00 = Rp. 9,000.00 Pasir Pasang 0.010 M3 x Rp. 155,000.00 = Rp. 1,550.00

Jumlah 1 = Rp. 175,550.00

TENAGAPekerja 1.000 OH x Rp. 55,000.00 = Rp. 55,000.00 Tukang Batu 1.500 OH x Rp. 60,000.00 = Rp. 90,000.00 Kepala Tukang 1.500 OH x Rp. 65,000.00 = Rp. 97,500.00 Mandor 0.1600 OH x Rp. 60,000.00 = Rp. 9,600.00


6.35 1 Bh Memasang 1 Buah Kran AirBAHANPaving Block Standar 1.000 M2 x Rp. 70,190.00 = Rp. 70,190.00 Pasir Pasang 0.100 M3 x Rp. 155,000.00 = Rp. 15,500.00

Jumlah 1 = Rp. 85,690.00



6.35 1 Bh Memasang 1 Buah Kran AirBAHANKran Air 1.000 Bh x Rp. 25,000.00 = Rp. 25,000.00 Seal Type 0.025 Kg x Rp. 2,500.00 = Rp. 62.50

Jumlah 1 = Rp. 25,062.50

TENAGAPekerja 0.010 OH x Rp. 55,000.00 = Rp. 550.00 Tukang Batu 0.100 OH x Rp. 60,000.00 = Rp. 6,000.00 Kepala Tukang 0.010 OH x Rp. 65,000.00 = Rp. 650.00 Mandor 0.0050 OH x Rp. 60,000.00 = Rp. 300.00


6.36 1 Bh Memasang 1 Buah Floor DrainBAHANFloor Drain 1.000 Bh x Rp. 17,000.00 = Rp. 17,000.00

Jumlah 1 = Rp. 17,000.00

TENAGAPekerja 0.010 OH x Rp. 55,000.00 = Rp. 550.00 Tukang Batu 0.100 OH x Rp. 60,000.00 = Rp. 6,000.00 Kepala Tukang 0.010 OH x Rp. 65,000.00 = Rp. 650.00 Mandor 0.0050 OH x Rp. 60,000.00 = Rp. 300.00


1 Bh Memasang 1 Buah Bak Mandi Batu Bata Volume 0.3 M3BAHANBatu Bata 70.000 Bh x Rp. 740.00 = Rp. 51,800.00 Semen Portland 14.370 Kg x Rp. 1,500.00 = Rp. 21,555.00 Pasir Pasang 0.040 M3 x Rp. 155,000.00 = Rp. 6,200.00 Porselen 11 x 11 cm 83.000 Bh x Rp. 698.80 = Rp. 58,000.00 Semen Nat 1.500 Kg x Rp. 10,000.00 = Rp. 15,000.00

Jumlah 1 = Rp. 152,555.00



6.35 1 Bh Memasang 1 Meter Pipa Galvanis 1/2"BAHANPipa 1.200 M x Rp. 89,000.00 = Rp. 106,800.00 Perlengkapan 35% Harga Pipa Kg x Rp. 89,000.00 = Rp. 31,150.00

Jumlah 1 = Rp. 137,950.00

TENAGAPekerja 0.054 OH x Rp. 55,000.00 = Rp. 2,970.00 Tukang Batu 0.090 OH x Rp. 60,000.00 = Rp. 5,400.00 Kepala Tukang 0.009 OH x Rp. 65,000.00 = Rp. 585.00 Mandor 0.2700 OH x Rp. 60,000.00 = Rp. 16,200.00


6.20. Memasang 1 M' Pipa Galvanis Diameter 3/4"6.20.1. BAHAN

Pipa Galvanis 1.200 M' x Rp. 94000 = Rp. 112,800.000 Perlengkapan 35% x Harga Pipa = Rp. 39,480.000

Jumlah 1 = Rp. 152,280.000

6.20.2. TENAGAPekerja 0.054 OH x Rp. 55,000.00 = Rp. 2,970.000 Tukang Batu 0.090 OH x Rp. 60,000.00 = Rp. 5,400.000 Kepala Tukang 0.009 OH x Rp. 65,000.00 = Rp. 585.000 Mandor 0.0270 OH x Rp. 60,000.00 = Rp. 1,620.000


ANALISA HARGA SATUAN PEKERJAAN PENGECATAN

6.8. 1 m2 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 1 Lapis Cat Dasar2 Lapis Cat Penutup

6.8.1. BAHANCat Meni 0.200 Kg x Rp. 18,500.00 = Rp. 3,700.00 Plamir 0.150 Kg x Rp. 7,100.00 = Rp. 1,065.00 Cat Dasar 0.170 Kg x Rp. 15,500.00 = Rp. 2,635.00 Cat Penutup 2 Kali 0.260 Kg x Rp. 43,000.00 = Rp. 11,180.00

Jumlah 1 = Rp. 18,580.00

6.8.2. TENAGAPekerja 0.070 OH x Rp. 55,000.00 = Rp. 3,850.00 Tukang Cat 0.009 OH x Rp. 60,000.00 = Rp. 540.00 Kepala Tukang 0.006 OH x Rp. 65,000.00 = Rp. 390.00 Mandor 0.0025 OH x Rp. 60,000.00 = Rp. 150.00


6.10. 1 m2 Pelaburan Bidang Kayu dengan Teak Oil6.10.1. BAHAN

Teak Oil 0.360 Ltr x Rp. 9,500.00 = Rp. 3,420.00 Jumlah 1 = Rp. 3,420.00

6.10.2. TENAGAPekerja 0.040 OH x Rp. 55,000.00 = Rp. 2,200.00 Tukang Cat 0.063 OH x Rp. 60,000.00 = Rp. 3,780.00 Kepala Tukang 0.063 OH x Rp. 65,000.00 = Rp. 4,095.00 Mandor 0.0025 OH x Rp. 60,000.00 = Rp. 150.00


6.14. 1 m2 Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar,2 lapis Cat Penutup)

6.14.1. BAHANPlamir 0.100 Kg x Rp. 7,100.00 = Rp. 710.00 Cat Dasar 0.100 Kg x Rp. 16,000.00 = Rp. 1,600.00 Cat Penutup 2 Kali 0.260 Kg x Rp. 16,000.00 = Rp. 4,160.00

Jumlah 1 = Rp. 6,470.00

6.14.2. TENAGAPekerja 0.020 OH x Rp. 55,000.00 = Rp. 1,100.00 Tukang Cat 0.063 OH x Rp. 60,000.00 = Rp. 3,780.00 Kepala Tukang 0.0063 OH x Rp. 65,000.00 = Rp. 409.50 Mandor 0.0025 OH x Rp. 60,000.00 = Rp. 150.00


peningk. tk

Documents