Download - BOQ RTJK 34

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  • SATKER : DINAS TENAGA KERJA DAN TRANSMIGRASI KAB. KONAWE UTARALOKASI : PADALERE UTAMA KEC. WIWIRANOKABUPATEN : KONAWE UTARAPROPINSI : SULAWESI TENGGARAPEKERJAAN : PEMBANGUNAN RTJK, PAKET 34

    HARGA JUMLAHSATUAN, Rp. HARGA, Rp.

    I BANGUNAN RTJK1 Rumah Transmigrasi Unit 25.000 35,000,000.00 875,000,000.00

    JUMLAH 875,000,000.00 DIBULATKAN 875,000,000.00

    Wanggudu, Juni 2015Mengetahui : Dibuat Oleh :PT/CV. PT/CV.

    . .Direktur Staf Teknik

    REKAPITULASI ANGGARAN DAN BIAYA

    NO. SAT VOLJENIS PEKERJAAN

  • PEKERJAAN : RUMAH TRANSMIGRASI DAN JAMBAN KELUARGA (RNP 36.B.EX)NON PANGGUNG

    SATKER : DINAS TENAGA KERJA DAN TRANSMIGRASI KAB. KONAWE UTARALOKASI : PADALERE UTAMA KEC. WIWIRANOKABUPATEN : KONAWE UTARAPROPINSI : SULAWESI TENGGARA

    HARGA JUMLAHSATUAN (Rp.)

    (Rp.)I. PEKERJAAN PERSIAPAN

    - Pembersihan Lapangan SNI-1.6.8 105.000 M2 1,780.00 186,900.00 - Pengukuran Bouwplank SNI-1.6.4 33.000 M' 11,800.00 389,400.00

    576,300.00 II. PEMBUATAN RUMAH2.1 Pekerjaan Tanah / Pondasi / Lantai

    - Galian Tanah Pondasi SNI-2.6.1 2.400 M3 18,400.00 44,160.00 - Urugan Tanah SNI-2.6.11a 8.000 M3 60,600.00 484,800.00 - Urugan Pasir SNI-2.6.11 1.800 M3 126,600.00 227,880.00 - Pondasi Umpak Pas. Batu Kali SNI-3.6.6 0.827 M3 647,100.00 535,151.70 - Lantai Beton Tebal 5 Cm SNI-6.1.1 1.700 M3 742,200.00 1,261,740.00 - Acian lantai SNI-5.6.7 34.000 M2 13,530.00 460,020.00 - Sloof Beton Bertulang 12/15 SNI-7.6.5 0.700 M3 2,235,460.00 1,564,822.00 - Rolag Bata SNI-4.6.10 0.360 M3 92,380.00 33,256.80

    4,611,830.50 2.2. Pekerjaan Kerangka / Dinding / Pintu / Jendela

    - Tiang Utama 10/10 SNI-6.6.28 0.350 M3 2,668,200.00 933,870.00 - Balok Atas 5/10 SNI-6.6.28 0.171 M3 2,668,200.00 456,262.20 - Rangka Dinding Tegak 5/10 SNI-6.6.28 0.110 M3 2,668,200.00 293,502.00 - Rangka Dinding Datar 5/10 SNI-6.6.28 0.160 M3 2,668,200.00 426,912.00 - Kuda-Kuda 5/10 SNI-6.6.28 0.153 M3 2,668,200.00 408,234.60 - Gording 5/7 SNI-6.6.28 0.430 M3 2,668,200.00 1,147,326.00 - Skur 57 SNI-6.6.28 0.050 M3 2,668,200.00 133,410.00 - Kusen Pintu / Jendela SNI-6.6.28 0.430 M3 2,668,200.00 1,147,326.00 - Dinding Papan 2/20 SNI-6.6.2 52.300 M2 67,240.00 3,516,652.00 - Ampig SNI-6.6.2 7.500 M2 67,240.00 504,300.00 - Dinding Pasangan Bata SNI-4.6.10 26.640 M2 92,380.00 2,461,003.20 - Plesteran Dinding Bata SNI-5.6.6 53.280 M2 28,590.00 1,523,275.20 - Pintu Double Tripleks SNI-6.6.28 8.800 M2 243,890.00 2,146,232.00 - Jendela Kaca Rangka Kayu SNI-6.6.28 4.140 M2 188,400.00 779,976.00 - Pasang Kaca 3 mm SNI-6.6.2 2.295 M2 157,850.00 362,265.75 - Papan Jalusi SNI-6.6.2 0.150 M2 67,240.00 10,086.00 - Kawat Ram SNI-6.6.54 1.680 M2 81,000.00 136,080.00 - Listplank 2/20 SNI-4.6.12 34.100 M' 15,390.00 524,799.00 - Balai-balai 1/6 F.22 5.400 M2 68,960.00 372,384.00

    17,283,895.95 2.3. Pekerjaan Atap

    - Atap Seng Gelombang BJLS 20 SNI-12.6.16 68.000 M2 43,845.00 2,981,460.00 - Bubungan Seng SNI-6.6.54 7.700 M' 28,140.00 216,678.00

    3,198,138.00

    AN. VOLUME

    RENCANA ANGGARAN DAN BIAYA

    URAIAN PEKERJAANNO.

  • RTJK Hal . '2HARGA JUMLAHSATUAN (Rp.)

    (Rp.)

    2.4. Pekerjaan Kunci / Penggantung- Engsel Pintu SNI-12.6.5 18.000 BH 15,560.00 280,080.00 - Engsel Jendela SNI-12.6.5a 12.000 BH 14,560.00 174,720.00 - Kait Angin SNI-12.6.9 6.000 BH 14,548.00 87,288.00 - Grendel Pintu SNI-12.6.7 6.000 BH 15,048.00 90,288.00 - Grendel Jendela SNI-12.6.7a 6.000 BH 14,548.00 87,288.00 - Gembok Lengkap SNI-8.6.38 2.000 BH 29,048.00 58,096.00

    777,760.00 2.5. Pekerjaan Pengecatan / Kapuran

    - Cat Dinding/Tembok SNI-12.6.5 74.370 M2 10,750.00 799,477.50 - Cat Kilat Kusen, Pintu/Jendela, Lisplank SNI-12.6.9 54.400 M2 44,422.50 2,416,584.00

    3,216,061.50 III. PEKERJAAN SANITASI

    - Galian Tanah Lubang Jamban SNI-2.6.1 1.500 M3 18,400.00 27,600.00 - Pasangan Rolag Bata SNI-4.6.10 0.500 M3 92,380.00 46,190.00 - Penutup Septicktank (Beton Bertulang) SNI-7.6.5 0.196 M3 2,235,460.00 438,150.16 - Saluran Air Kotor :- Pipa PCV dia 4" dan Elbow SNI-11.6.31 4.000 M' 49,796.00 199,184.00 - Pipa Hawa PVC 1,5" + Tee & Knee SNI-11.6.28 1.500 M' 34,296.00 51,444.00 - Kloset Leher Angsa SNI-2.6.1 1.000 BH 250,175.00 250,175.00 - Bak Air Fibre Glas Ls 1.000 BH 755,000.00 755,000.00 - Papan Penahan Dinding Lubang jamban SNI-6.6.2 5.760 M2 67,240.00 387,302.40

    2,155,045.56

    JUMLAH 31,819,031.51 PPN 10 % 3,181,903.15 JUMLAH TOTAL 35,000,934.66 DIBULATKAN 35,000,000.00

    Wanggudu, Juni 2015Dibuat Oleh :

    .Staf Teknik

    URAIAN PEKERJAANNO. AN. VOLUME

  • HARGA SAT. UPAH BAHAN JUMLAH(Rp.) (Rp.) (Rp.) (Rp.)

    1 2 4 5 6 7

    SNI-1.6.8 M2 Pembersihan Lapangan0.0250 Pekerja 40,000.00 1,000.0000 - 0.0130 Mandor 60,000.00 780.00 -

    1,780.00 1,780.00 SNI-1.6.4 M' Pengukuran Bouwplank

    0.0070 M3 Papan 1,200,000.00 - 8,400.00 0.0010 M3 Kaso 1,100,000.00 - 1,100.00 0.0200 Kg Paku 25,000.00 - 500.00 0.0100 Tukang Kayu 50,000.00 500.00 - 0.0100 Kepala Tukang 60,000.00 600.00 - 0.0100 Pekerja 40,000.00 400.00 - 0.0050 Mandor 60,000.00 300.00 -

    1,800.00 10,000.00 11,800.00 SNI-2.6.1 M3 Galian Tanah

    0.4000 Pekerja 40,000.00 16,000.00 - 0.0400 Mandor 60,000.00 2,400.00 -

    18,400.00 18,400.00 SNI-2.6.9 M3 Urugan Kembali

    0.1920 Pekerja 40,000.00 7,680.00 - 0.0190 Mandor 60,000.00 1,140.00 -

    8,820.00 8,820.00 SNI-2.6.11a M3 Timbunan Tanah Pilihan

    1.2000 Tanah Pilihan 40,000.00 - 48,000.0000 0.3000 Pekerja 40,000.00 12,000.00 - 0.0100 Mandor 60,000.00 600.00 -

    12,600.00 48,000.00 60,600.00 SNI-2.6.11 M3 Urugan pasir

    1.2000 Pasir Urug 95,000.00 - 114,000.0000 0.3000 Pekerja 40,000.00 12,000.00 - 0.0100 Mandor 60,000.00 600.00 -

    12,600.00 114,000.00 126,600.00 SNI-3.6.6 M3 Pondasi Umpak Batu Kali / Gunung

    1.1000 M3 Batu Kali / Gunung 190,000.00 - 209,000.00 0.5440 M3 Pasir Pasang 175,000.00 - 95,200.00 2.7200 Zak Semen PC 90,000.00 - 244,800.00 0.6000 Tukang Batu 50,000.00 30,000.00 - 0.0600 Kepala Tukang 60,000.00 3,600.00 - 1.5000 Pekerja 40,000.00 60,000.00 - 0.0750 Mandor 60,000.00 4,500.00 -

    98,100.00 549,000.00 647,100.00 SNI-4.6.10 M2 Pasangan Batu Bata 1 : 3

    70.0000 Bh Batu Bata 575.00 - 40,250.00 0.2870 Zak Semen PC 90,000.00 - 25,830.00 0.0400 M3 Pasir Pasang 175,000.00 - 7,000.00 0.1000 Tukang 50,000.00 5,000.00 - 0.0100 Kepala Tukang 60,000.00 600.00 - 0.3200 Pekerja 40,000.00 12,800.00 - 0.0150 Mandor 60,000.00 900.00 -

    19,300.00 73,080.00 92,380.00 SNI-4.6.10 M2 Pasangan Batu Bata Trasram 1 : 2

    70.0000 Bh Batu Bata 575.00 - 40,250.00 0.3790 Zak Semen PC 90,000.00 - 34,110.00 0.0400 M3 Pasir Pasang 575.00 - 23.00 0.1000 Tukang 50,000.00 5,000.00 - 0.0100 Kepala Tukang 60,000.00 600.00 - 0.3200 Pekerja 40,000.00 12,800.00 - 0.0150 Mandor 60,000.00 900.00 -

    19,300.00 74,383.00 93,683.00

    3

    DAFTAR ANALISA BIAYAPEMBANGUNAN RUMAH TRANSMIGRAN TYPE 36 (1/2 TEMBOK)

    (KONSTRUKSI NON PANGGUNG)

    ANALISA SAT. JENIS PEKERJAAN

  • Analisa RTJK Hal 2

    SNI-4.6.12 M2 Pasangan Dinding Batu Bata 1 :570.0000 Bh Batu Bata 575.00 - 40,250.00 0.1940 Zak Semen PC 90,000.00 - 17,460.00 0.0490 M3 Pasir Pasang 175,000.00 - 8,575.00 0.1000 Tukang 50,000.00 5,000.00 - 0.0100 Kepala Tukang 60,000.00 600.00 - 0.3200 Pekerja 40,000.00 12,800.00 - 0.0150 Mandor 60,000.00 900.00 -

    19,300.00 66,285.00 85,585.00 SNI-7.6.5 M3 Beton Bertulang (110 Kg +Bekesting)

    Beton :0.7800 M3 Kerikil 200,000.00 - 156,000.00 0.5200 M3 Pasir Beton 175,000.00 - 91,000.00 4.6400 Zak Semen PC 90,000.00 - 417,600.00 0.2500 Tukang Batu 50,000.00 12,500.00 - 0.0250 Kepala Tukang 60,000.00 1,500.00 - 1.6500 Pekerja 40,000.00 66,000.00 - 0.0800 Mandor 60,000.00 4,800.00 -

    84,800.00 664,600.00 749,400.00

    Pembesian :110.0000 Kg Besi Beton 12,000.00 - 1,320,000.00

    1.5000 Kg Kawat Ikat 16,000.00 - 24,000.00 0.7000 Tukang Besi 50,000.00 35,000.00 - 0.0700 Kepala Tukang 60,000.00 4,200.00 - 0.7000 Pekerja 40,000.00 28,000.00 -

    67,200.00 1,344,000.00 1,411,200.00

    Begisting (Cetakan) :0.0450 M3 Papan Begisting 900,000.00 - 40,500.00 0.3000 Kg Paku 25,000.00 - 7,500.00 0.2600 Tukang 50,000.00 13,000.00 - 0.0260 Kepala Tukang 60,000.00 1,560.00 - 0.3000 Pekerja 40,000.00 12,000.00 - 0.0050 Mandor 60,000.00 300.00 -

    26,860.00 48,000.00 74,860.00 2,235,460.00

    SNI-6.1.1 M3 Beton Tumbuk 1 PC : 3 PS : 5 Kr0.8700 M3 Kerikil 200,000.00 - 174,000.00 4.3600 Zak Semen PC 90,000.00 - 392,400.00 0.5200 M3 Pasir Pasang 175,000.00 - 91,000.00 0.2500 Tukang Batu 50,000.00 12,500.00 - 0.0250 Kepala Tukang 60,000.00 1,500.00 - 1.6500 Pekerja 40,000.00 66,000.00 - 0.0800 Mandor 60,000.00 4,800.00 -

    84,800.00 657,400.00 742,200.00 SNI--6.4 M2 Beton Tumbuk 1 PC : 3 PS : 5 Kr

    0.0440 M3 Kerikil 200,000.00 - 8,800.00 0.2000 Zak Semen PC 90,000.00 - 18,000.00 0.0260 M3 Pasir Pasang 175,000.00 - 4,550.00 0.0200 Tukang Batu 50,000.00 1,000.00 - 0.0020 Kepala Tukang 60,000.00 120.00 - 1.1500 Pekerja 40,000.00 46,000.00 - 0.0060 Mandor 60,000.00 360.00 -

    47,480.00 31,350.00 78,830.00

  • Analisa RTJK Hal 3

    SNI-5.6.5 M2 Plesteran Trasram 1 :20.1700 Zak Semen PC 90,000.00 - 15,300.00 0.0170 M3 Pasir Pasang 175,000.00 - 2,975.00 0.1500 Tukang Batu 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 - 0.2000 Pekerja 40,000.00 8,000.00 - 0.0100 Mandor 60,000.00 600.00 -

    17,000.00 18,275.00 35,275.00 SNI-5.6.5 M2 Plesteran Dinding Bata 1 : 5

    0.0860 Zak Semen PC 90,000.00 - 7,740.00 0.0220 M3 Pasir Pasang 175,000.00 - 3,850.00 0.1500 Tukang Batu 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 - 0.2000 Pekerja 40,000.00 8,000.00 - 0.0100 Mandor 60,000.00 600.00 -

    17,000.00 11,590.00 28,590.00 M2 Acian

    0.0870 Zak Semen PC 90,000.00 - 7,830.00 0.1200 Pekerja 40,000.00 4,800.00 - 0.0150 Mandor 60,000.00 900.00 -

    5,700.00 7,830.00 13,530.00 SNI-13.6.47 M2 Pasang tegel keramik (30x30)

    1.0000 M2 Tegel Keramik #REF! - #REF!0.2280 Zak Semen PC 90,000.00 - 20,520.00 0.0300 Zak Semen Putih 150,000.00 - 4,500.00 0.0420 M3 Pasir Pasang 175,000.00 - 7,350.00 0.3500 Tukang Batu 50,000.00 17,500.00 - 0.0350 Kepala Tukang 60,000.00 2,100.00 - 0.6200 Pekerja 40,000.00 24,800.00 - 0.0300 Mandor 60,000.00 1,800.00 -

    46,200.00 #REF! #REF!SNI-13.6.47 M2 Pasang tegel keramik (20x20) untk KM/WC

    1.0000 M2 Tegel Keramik #REF! - #REF!0.2280 Zak Semen PC 90,000.00 - 20,520.00 0.0300 Zak Semen Putih 150,000.00 - 4,500.00 0.0420 M3 Pasir Pasang 175,000.00 - 7,350.00 0.3500 Tukang Batu 50,000.00 17,500.00 - 0.0350 Kepala Tukang 60,000.00 2,100.00 - 0.6200 Pekerja 40,000.00 24,800.00 - 0.0300 Mandor 60,000.00 1,800.00 -

    46,200.00 #REF! #REF!SNI-6.6.28 M3 Kap/Kuda-Kuda Gording

    1.1000 M3 Kayu Klas II 1,650,000.00 - 1,815,000.00 0.8000 Kg Paku 25,000.00 - 20,000.00

    12.0000 Tukang Kayu 50,000.00 600,000.00 - 1.2000 Kepala Tukang 60,000.00 72,000.00 - 4.0000 Pekerja 40,000.00 160,000.00 - 0.0200 Mandor 60,000.00 1,200.00 -

    833,200.00 1,835,000.00 2,668,200.00 SNI-6.6.28B M3 Kap/Kuda-Kuda Gording

    1.1000 M3 Kayu Klas II 1,650,000.00 - 1,815,000.00 15.0000 Besi Strip 30,000.00 - 450,000.00 0.8000 Kg Paku 25,000.00 - 20,000.00

    12.0000 Tukang Kayu 50,000.00 600,000.00 - 1.2000 Kepala Tukang 60,000.00 72,000.00 - 4.0000 Pekerja 40,000.00 160,000.00 - 0.0200 Mandor 60,000.00 1,200.00 -

    833,200.00 2,285,000.00 3,118,200.00

  • Analisa RTJK Hal 4

    SNI-6.6.40 M2 Rangka Plafond0.0120 M3 Kayu Klas II 1,650,000.00 - 19,800.00 0.1000 Kg Paku 25,000.00 - 2,500.00 0.1500 Tukang Kayu 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 - 0.1500 Pekerja 40,000.00 6,000.00 - 0.0550 Mandor 60,000.00 3,300.00 -

    17,700.00 22,300.00 40,000.00

    SNI-6.640 M2 Memasang Plafond Tripleks0.3750 Lbr Tripleks 65,500.00 - 24,562.50 0.1000 Kg Paku Tripleks 30,000.00 - 3,000.00 0.1500 Tukang Kayu 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 - 0.1500 Pekerja 40,000.00 6,000.00 - 0.0550 Mandor 60,000.00 3,300.00 -

    17,700.00 27,562.50 45,262.50 SNI-6.640 M' Memasang Liast Plafond Tripleks

    11.0500 Lis Plafond 12,500.00 - 138,125.00 0.1000 Kg Paku Tripleks 30,000.00 - 3,000.00 0.1500 Tukang Kayu 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 - 0.1500 Pekerja 40,000.00 6,000.00 - 0.0550 Mandor 60,000.00 3,300.00 -

    17,700.00 141,125.00 158,825.00

    SNI-6.6.2 M3 Kusen Pintu Jendela1.2000 M3 Kayu Klas II 1,650,000.00 - 1,980,000.00

    18.0000 Tukang Kayu 50,000.00 900,000.00 - 2.0000 Kepala Tukang 60,000.00 120,000.00 - 6.0000 Pekerja 40,000.00 240,000.00 - 0.3000 Mandor 60,000.00 18,000.00 -

    1,278,000.00 1,980,000.00 3,258,000.00 SNI-6.6.54 M2 Pek. Jalusi

    0.0600 M3 Papan Kayu Klas III 1,200,000.00 - 72,000.00 0.1500 Kg Paku 25,000.00 - 3,750.00 2.0000 Tukang Kayu 50,000.00 100,000.00 - 0.2000 Kepala Tukang 60,000.00 12,000.00 - 0.5000 Pekerja 40,000.00 20,000.00 - 0.2500 Mandor 60,000.00 15,000.00 -

    147,000.00 75,750.00 222,750.00 SNI-4.6.12 M' Lisplang 2/20

    0.0044 M3 Papan Klas III 1,200,000.00 - 5,280.00 0.0300 Kg Paku 25,000.00 - 750.00 0.1000 Tukang Kayu 50,000.00 5,000.00 - 0.0010 Kepala Tukang 60,000.00 60.00 - 0.1000 Pekerja 40,000.00 4,000.00 - 0.0050 Mandor 60,000.00 300.00 -

    9,360.00 6,030.00 15,390.00

  • Analisa RTJK Hal 5SNI-6.6.28 M2 Jendela Kaca Rangka Kayu

    0.0350 M3 Papan Kls II 1,200,000.00 - 42,000.00 2.0000 Tukang Kayu 50,000.00 100,000.00 - 0.2000 Kepala Tukang 60,000.00 12,000.00 - 0.8000 Pekerja 40,000.00 32,000.00 - 0.0400 Mandor 60,000.00 2,400.00 -

    146,400.00 42,000.00 188,400.00 SNI-6.6.2 M2 Pek. Dinding Papan Kayu

    0.0242 M3 Papan Klas III 1,200,000.00 - 29,040.00 0.1000 Kg Paku 25,000.00 - 2,500.00 0.4500 Tukang Kayu 50,000.00 22,500.00 - 0.0450 Kepala Tukang 60,000.00 2,700.00 - 0.1500 Pekerja 40,000.00 6,000.00 - 0.0750 Mandor 60,000.00 4,500.00 -

    35,700.00 31,540.00 67,240.00 SNI-6.6.28 M2 Pintu Dobel Tripleks

    1.0000 Lbr Tripleks 65,500.00 - 65,500.00 0.0196 M3 Kayu Klas II 1,650,000.00 - 32,340.00 0.0300 Kg Paku 25,000.00 - 750.00 0.3000 Lt Lem Kayu 25,000.00 - 7,500.00 2.0000 Tukang Kayu 50,000.00 100,000.00 - 0.2000 Kepala Tukang 60,000.00 12,000.00 - 0.6000 Pekerja 40,000.00 24,000.00 - 0.0300 Mandor 60,000.00 1,800.00 -

    137,800.00 106,090.00 243,890.00 SNI-12.6.16 M2 Pasang Atap Seng BJLS.20

    0.7000 Lbr Seng Gelombang 50,050.00 - 35,035.00 0.0200 Kg Paku Seng 32,500.00 - 650.00 0.0600 Tukang Kayu 50,000.00 3,000.00 - 0.0060 Kepala Tukang 60,000.00 360.00 - 0.1200 Pekerja 40,000.00 4,800.00 - 0.0600 Mandor 60,000.00 3,600.00 -

    8,160.00 35,685.00 43,845.00 SNI-6.6.54 M' Bubungan Seng BJLS.20

    0.3000 Lbr Seng Plat 55,000.00 - 16,500.00 0.0400 Kg Paku Seng 32,500.00 - 1,300.00 0.0700 Tukang 50,000.00 3,500.00 - 0.0080 Kepala Tukang 60,000.00 480.00 0.1500 Pekerja 40,000.00 6,000.00 - 0.0060 Mandor 60,000.00 360.00 -

    10,340.00 17,800.00 28,140.00 SNI-6.6.2 M' Pasangan kaca Mati 3 MM

    1.1000 M2 Kaca 3 MM 130,000.00 - 143,000.00 0.1500 Tukang 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 0.1500 Pekerja 40,000.00 6,000.00 - 0.0075 Mandor 60,000.00 450.00 -

    14,850.00 143,000.00 157,850.00

  • Analisa RTJK Hal 6SNI-6.6.54 M' Pasangan Kawat Ram

    1.0000 M2 Kawat Ram 65,000.00 - 65,000.00 0.0020 KayuKlas II 1,650,000.00 0.0150 paku 25,000.00 0.1500 Tukang 50,000.00 7,500.00 - 0.0750 Kepala Tukang 60,000.00 4,500.00 0.1000 Pekerja 40,000.00 4,000.00 -

    16,000.00 65,000.00 81,000.00 SNI-12.6.9 M2 Pengecatan Kayu

    0.2000 Kg Meni 17,500.00 - 3,500.00 0.1700 Kg Cat Dasar 44,250.00 - 7,522.50 0.2600 Kg Cat Penutup 44,250.00 - 11,505.00 0.1000 Ltr Minyak Cat 10,000.00 - 1,000.00 0.1500 Kg Plamur Kayu 12,500.00 - 1,875.00 0.1000 Lbr Amplas 6,000.00 - 600.00 0.1800 Tukang 50,000.00 9,000.00 - 0.0180 Kepala Tukang 60,000.00 1,080.00 - 0.1800 Pekerja 40,000.00 7,200.00 - 0.0190 Mandor 60,000.00 1,140.00 -

    18,420.00 26,002.50 44,422.50 SNI-12.6.5 M2 Pengecatan Diding

    0.2600 Kg Cat Tembok 12,250.00 - 3,185.00 0.1000 Kg Cat dasar 12,250.00 - 1,225.00 0.1000 Kg Plamur 12,500.00 - 1,250.00 0.1000 Lbr. Amplas 6,000.00 - 600.00 0.0630 Tukang 50,000.00 3,150.00 - 0.0060 Kepala Tukang 60,000.00 360.00 - 0.0200 Pekerja 40,000.00 800.00 - 0.0030 Mandor 60,000.00 180.00 -

    4,490.00 6,260.00 10,750.00 SNI-11.6.31 M2 Pas. Pipa Air Kotor Dia 4 "

    1.2000 Pipa Dia 4 " 25,000.00 - 30,000.00 0.3500 Perlengkapan 25,000.00 - 8,750.00 0.1350 Tukang 50,000.00 6,750.00 - 0.0135 Kepala Tukang 60,000.00 810.00 - 0.0810 Pekerja 40,000.00 3,240.00 - 0.0041 Mandor 60,000.00 246.00 -

    11,046.00 38,750.00 49,796.00 SNI-11.6.28 M' Pas. Pipa Air Bersih Dia 1,5 "

    1.2000 Pipa Dia 1,5 " 15,000.00 - 18,000.00 0.3500 Perlengkapan 15,000.00 - 5,250.00 0.1350 Tukang 50,000.00 6,750.00 - 0.0135 Kepala Tukang 60,000.00 810.00 - 0.0810 Pekerja 40,000.00 3,240.00 - 0.0041 Mandor 60,000.00 246.00 -

    11,046.00 23,250.00 34,296.00 SNI-11.6.20 M' Pas. Pipa Air Bersih Dia 3/4 "

    1.2000 Pipa Dia 3/4 " 10,000.00 - 12,000.00 0.3500 Perlengkapan 10,000.00 - 3,500.00 0.1350 Tukang 50,000.00 6,750.00 - 0.0135 Kepala Tukang 60,000.00 810.00 - 0.0810 Pekerja 40,000.00 3,240.00 - 0.0041 Mandor 60,000.00 246.00 -

    11,046.00 15,500.00 26,546.00 SNI-10.6.8 Pas. Bak mandi Fiberglas

    1.0000 Bak Fiberglas 755,000.00 - 755,000.00 0.1800 Perlengkapan 755,000.00 - 135,900.00 2.7000 Tukang 50,000.00 135,000.00 - 0.5400 Kepala Tukang 60,000.00 32,400.00 - 1.8000 Pekerja 40,000.00 72,000.00 - 0.1100 Mandor 60,000.00 6,600.00 -

    246,000.00 890,900.00 1,136,900.00

  • Analisa RTJK Hal 71/6 F.22 M2 Pekerjaan Balai-Balai

    0.0280 M3 Papan Kls. III 1,200,000.00 - 33,600.00 0.0090 M3 Kayu Kls. II 1,650,000.00 - 14,850.00 0.1500 Kg. Paku 25,000.00 - 3,750.00 0.0770 Pekerja 40,000.00 3,080.00 - 0.2400 Tukang 50,000.00 12,000.00 - 0.0240 Kepala Tukang 60,000.00 1,440.00 - 0.0040 Mandor 60,000.00 240.00

    16,760.00 52,200.00 68,960.00 SNI-12.6.5 1 BH Pasang Engsel Pintu

    1.0000 Bh Engsel 6,500.00 - 6,500.00 0.1500 Tukang 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 - 0.0150 Pekerja 40,000.00 600.00 - 0.0010 Mandor 60,000.00 60.00 -

    9,060.00 6,500.00 15,560.00 SNI-12.6.9 1 BH Pasang Engsel Jendela

    1.0000 Bh Engsel 5,500.00 - 5,500.00 0.1500 Tukang 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 - 0.0150 Pekerja 40,000.00 600.00 - 0.0010 Mandor 60,000.00 60.00 -

    9,060.00 5,500.00 14,560.00 SNI-12.6.9 1 BH Pasang Grendel Pintu

    1.0000 Bh Grendel 6,000.00 - 6,000.00 0.1500 Tukang 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 - 0.0150 Pekerja 40,000.00 600.00 - 0.0008 Mandor 60,000.00 48.00 -

    9,048.00 6,000.00 15,048.00 SNI-12.6.9 1 BH Pasang Grendel Jendela

    1.0000 Bh Grendel 5,000.00 - 5,000.00 0.1500 Tukang 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 - 0.0150 Pekerja 40,000.00 600.00 - 0.0008 Mandor 60,000.00 48.00 -

    9,048.00 5,000.00 14,048.00 SNI-12.6.9 1 BH 1.0000 Bh Kait Angin 5,500.00 - 5,500.00

    0.1500 Tukang 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 - 0.0150 Pekerja 40,000.00 600.00 - 0.0008 Mandor 60,000.00 48.00 -

    9,048.00 5,500.00 14,548.00 SNI-2.6.1 1 BH Pasang Kloset Jongkok Lokal

    1.0000 Bh Kloset Jongkok 100,000.00 - 100,000.00 7.0000 Batu Bata 575.00 - 4,025.00 0.1200 Zak Semen PC 90,000.00 - 10,800.00 0.0100 M3 Pasir Pasang 175,000.00 - 1,750.00 1.5000 Tukang 50,000.00 75,000.00 - 0.3000 Kepala Tukang 60,000.00 18,000.00 - 1.0000 Pekerja 40,000.00 40,000.00 - 0.0100 Mandor 60,000.00 600.00 -

    133,600.00 116,575.00 250,175.00 SNI-8.6.38 1 BH Pasang Kunci Gembok

    1.0000 Bh Kunci Gembok 20,000.00 - 20,000.00 0.1500 Tukang 50,000.00 7,500.00 - 0.0150 Kepala Tukang 60,000.00 900.00 - 0.0150 Pekerja 40,000.00 600.00 - 0.0008 Mandor 60,000.00 48.00 -

    9,048.00 20,000.00 29,048.00

  • SATKER : DINAS NAKERTRANS KAB. KONAWE UTARA TA. 2015LOKASI : PADALERE UTAMA KEC. WIWIRANOKABUPATEN : KONAWE UTARAPROPINSI : SULAWESI TENGGARA

    HARGA / HARI*) HARGA / JAM(Rp.) (Rp.)

    UPAH1 PEKERJA A 01 HR/ORG 40,000.00 5,714.29 2 TUKANG A 02 HR/ORG 50,000.00 7,142.86 3 KEPALA TUKANG A 03 HR/ORG 60,000.00 8,571.43 4 MANDOR A 04 HR/ORG 60,000.00 8,571.43 5 OPERATOR ALAT BERAT A 05 HR/ORG 100,000.00 14,285.71 6 PEMBANTU OPERATOR A 06 HR/ORG 50,000.00 7,142.86 7 SOPIR A 07 HR/ORG 60,000.00 8,571.43 8 PEMBANTU SUPIR A 08 HR/ORG 40,000.00 5,714.29 9 MEKANIK A 09 HR/ORG 80,000.00 11,428.57

    10 PEMBANTU MEKANIK A 10 HR/ORG 40,000.00 5,714.29 11 JURU UKUR A 11 HR/ORG 100,000.00 14,285.71 12 PEMBANTU JURU UKUR A 12 HR/ORG 40,000.00 5,714.29 13 JURU GAMBAR A 13 HR/ORG 100,000.00 14,285.71 14 OPERATOR CHAINSAW A 14 HR/ORG 75,000.00 10,714.29 15 PEMBANTU OPERATOR CS A 15 HR/ORG 35,000.00 5,000.00

    Catatan : 1 Hari kerja setara dengan 7 jam kerja

    HARGA / HARI HARGA / JAM(Rp.) (Rp.)

    BAHAN1 PASIR URUG B 01 M3 95,000.00 2 PASIR PASANG B 02 M3 175,000.00 3 KERIKIL BETON B 03 M3 200,000.00 4 BATU BELAH B 04 M3 190,000.00 5 TANAH BIASA B 05 M3 30,000.00 6 MATERIAL TIMBUNAN PILIHAN B 06 M3 40,000.00 7 MATERIAL SUB BASE KLS. C B 07 M3 73,300.00 8 SEMEN PC (50 Kg) B 08 ZAK 90,000.00 9 SEMEN WARNA (50 Kg) B 09 ZAK 150,000.00

    10 BALOK KAYU KLAS II AWET B 10 M3 2,000,000.00 11 PAPAN KAYU KLAS II B 11 M3 1,800,000.00 12 BALOK KAYU KLAS II B 12 M3 1,650,000.00 13 PAPAN KAYU KLAS III B 13 M3 1,200,000.00 14 BALOK KAYU KLAS III B 14 M3 1,100,000.00 15 KAYU HASIL OLAHAN CS B 15 M3 900,000.00 16 PAPAN UNTUK BOUWPLANK B 16 M3 900,000.00 17 MINYAK TANAH B 17 LITER 5,000.00 18 BATU BATA B 18 Bh 575.00 19 SOLAR B 19 LITER 8,500.00

    DAFTAR UPAH KERJA, BAHAN DAN ALAT

    KODE

    KODE

    SATUAN

    SATUAN

    No

    U R A I A N

    U R A I A N

    No

  • Daftar Upah Kerja dan Bahan, Halaman 2.HARGA / HARI HARGA / JAM

    (Rp.) (Rp.)

    20 BENSIN B 20 LITER 8,000.00 21 MINYAK PELUMAS B 21 LITER 50,000.00 22 OLI MESIN B 22 LITER 50,000.00 23 PIPA PVC DIA 3/4" B 23 M' 10,000.00 24 PIPA PVC DIA 1.5" B 24 M' 15,000.00 25 PIPA PVC DIA 4" B 25 M' 25,000.00 26 KLEM SANDARAN B 26 BUAH 65,000.00 27 BAUT 10 MM B 27 BUAH 18,000.00 28 ANKER BESI B 28 BUAH 7,500.00 29 BESI STRIP B 29 Kg 30,000.00 30 PAKU LANTAI JEMBATAN B 30 Kg 30,000.00 31 PAKU CAMPUR B 31 Kg 25,000.00 32 PAKU SIRAP/PAKU TRIPLEKS B 32 Kg 30,000.00 33 PAKU SENG B 33 Kg 32,500.00 34 PAKU BAUT B 34 Kg 30,000.00 35 BESI TULANGAN B 35 Kg 12,000.00 36 KAWAT BETON B 36 Kg 16,000.00 37 CAT TEMBOK B 37 Kg 12,250.00 38 CAT KAYU B 38 Kg 44,250.00 39 AMPELAS B 39 LEMBAR 6,000.00 40 PLAMUR B 40 Kg 12,500.00 41 MINYAK CAT B 41 Ltr 10,000.00 42 DEMPUL B 42 Kg 8,000.00 43 LEM KAYU B 43 LITER 25,000.00 44 SENG GELOMBANG BJLS 20 B 44 KAKI 7,150.00 45 SENG GELOMBANG BJLS 20 B 45 LEMBAR 50,050.00 46 SENG PLAT B 46 M' 15,000.00 47 SENG PLAT B 47 LEMBAR 55,000.00 48 TRIPLEKS B 48 LEMBAR 65,500.00 49 LIST PLAFOND' B 49 M' 12,500.00 50 CAT MENI B 50 Kg 17,500.00 51 TEER B 51 Kg 15,000.00 52 KAPUR B 52 Kg 7,500.00 53 KACA 3 MM B 53 M2 130,000.00 54 KAWAT RAM B 54 M2 65,000.00 55 CLOSET JONGKOK LOKAL B 55 BUAH 100,000.00 56 CLOSET JONGKOK STANDAR B 56 BUAH 175,000.00 57 TIANG KEREKAN B 57 UNIT 200,000.00 58 KEREKAN BESI / PENGGANTUNG B 58 UNIT 100,000.00 59 TALI KEREKAN B 59 M' 10,000.00 60 EMBER KAP. 5 LT B 60 BUAH 20,000.00 61 ALAT BANTU ANGKAT TANAH B 61 Ls 55,000.00 62 BAK AIR FIBERGLAS B 62 BUAH 755,000.00

    SATUANNo U R A I A N KODE

  • Daftar Upah Kerja dan Bahan, Halaman 2.HARGA / HARI HARGA / JAM

    (Rp.) (Rp.)

    63 PEMBERSIHAN SUMUR B 63 Ls 50,000.00 64 ENGSEL PINTU TIPE H B 64 BUAH 6,500.00 65 ENGSEL JENDELA B 65 BUAH 5,500.00 66 ENGSEL PINTU KUNINGAN B 66 BUAH 20,000.00 67 ENGSEL JENDELA KUNINGAN B 67 BUAH 15,000.00 68 KAIT ANGIN B 68 BUAH 5,500.00 69 GRENDEL PINTU B 69 BUAH 6,000.00 70 GRENDEL JENDELA B 70 BUAH 5,000.00 71 GEMBOK LENGKAP B 71 BUAH 20,000.00 72 GEMBOK BESAR + SLOT B 72 SET 50,000.00 73 KUNCI TANAM LENGKAP B 73 BUAH 225,000.00 74 ANGKER BAUT SENGKANG B 74 BUAH 60,000.00 75 TITIK LAMPU B 75 TITIK 165,000.00 76 STOP KONTAK B 76 BUAH 125,000.00 77 SAKLAR B 77 BUAH 70,000.00 78 SEKRING KAST LOKAL 1 Group B 78 BUAH 125,000.00 79 ALAT BANTU B 79 SET 25,000.00

    Wanggudu, Juni 2015Mengetahui : Dibuat Oleh :PT/CV PT/CV

    . .Direktur Staf Teknik

    No U R A I A N KODE SATUAN

    Rekap RAB RMH KNCLLISA RTJKHarSat