ANALISA SNI for building.pdf

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  • Halaman 1

    NO. U R A I A N KOEF SNI KOEF RAP SAT HARGA SAT matrial HARGA SAT upah JUMLAH matrial JUMLAH upah TOTAL harga

    A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )0.7200

    I PEKERJAAN PERSIAPANANALISA 001 1 m' Pagar Sementara dari Kayu tinggi 2 m 54,038.00 15,364.80 69,402.80

    BahanDolken Kayu 8 - 10/400 cm 1.250 1.2500 btg 8,800.00 11,000.00Semen Portland 2.500 2.5000 Kg 924.00 2,310.00Pasir Beton 0.005 0.0050 m3 120,000.00 600.00Koral Beton 0.009 0.0090 m3 132,000.00 1,188.00Kaso 5 / 7 ( albasiah ) 0.072 0.0720 m3 440,000.00 31,680.00Paku Biasa 2" - 5" 0.060 0.0600 Kg 11,000.00 660.00Residu 0.400 0.4000 Lt 16,500.00 6,600.00TenagaTukang Kayu 0.200 0.1440 Oh 41,250.00 5,940 Perkerja 0.400 0.2880 Oh 27,500.00 7,920 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.020 0.0144 Oh 55,000.00 792

    ANALISA 002 1 m' Pagar Sementara dari Seng Gelombang tinggi 2 m 198,263.00 15,364.80 213,627.80BahanDolken Kayu 8 - 10/400 cm 1.250 1.2500 btg 8,800.00 11,000.00Semen Portland 2.500 2.5000 Kg 924.00 2,310.00Pasir Beton 1.200 1.2000 m3 120,000.00 144,000.00Koral Beton 0.009 0.0090 m3 132,000.00 1,188.00Kaso 5 / 7 ( albasiah ) 0.072 0.0720 m3 440,000.00 31,680.00Paku Biasa 2" - 5" 0.060 0.0600 Kg 11,000.00 660.00Meni Besi 0.450 0.4500 Lt 16,500.00 7,425.00TenagaTukang Kayu 0.200 0.1440 Oh 41,250.00 5,940 Perkerja 0.400 0.2880 Oh 27,500.00 7,920 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.020 0.0144 Oh 55,000.00 792

    ANALISA 003 1 m' Pagar Sementara dari Kawat Duri tinggi 1.8 m 508,096.00 13,384.80 521,480.80BahanDolken Kayu 8 - 10/400 cm 1.000 1.0000 btg 8,800.00 8,800.00Semen Portland 2.000 2.0000 Kg 924.00 1,848.00Kawat Duri 25.000 25.0000 Kg 19,800.00 495,000.00Pasir Beton 0.005 0.0050 m3 120,000.00 600.00Koral Beton 0.009 0.0090 m3 132,000.00 1,188.00Paku Biasa 2" - 5" 0.060 0.0600 Kg 11,000.00 660.00

  • Halaman 2

    NO. U R A I A N KOEF SNI KOEF RAP SAT HARGA SAT matrial HARGA SAT upah JUMLAH matrial JUMLAH upah TOTAL harga

    A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )TenagaTukang Kayu 0.200 0.1440 Oh 41,250.00 5,940 Perkerja 0.300 0.2160 Oh 27,500.00 5,940 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.020 0.0144 Oh 55,000.00 792

    ANALISA 004 1 m' Pek. Pengukuran kembali (site) & Pemasangan Bowplank 38,885.00 5,504.40 44,389.40BahanKayu Kaso 5 / 7 (borneo) 0.012 0.0120 m3 2,035,000.00 24,420.00Paku Biasa 2" - 5" 0.020 0.0200 Kg 11,000.00 220.00Kayu Papan 3 / 20 borneo 0.007 0.0070 m3 2,035,000.00 14,245.00TenagaTukang Kayu 0.100 0.0720 Oh 41,250.00 2,970 Perkerja 0.100 0.0720 Oh 27,500.00 1,980 Kepala Tukang 0.010 0.0072 Oh 49,500.00 356 Mandor 0.005 0.0036 Oh 55,000.00 198

    ANALISA 005 1 m Pek. Kantor Direksi Keet , dengan lantai plesteran 528,449.00 139,392.00 667,841.00BahanDolken Kayu 8 - 10/400 cm 1.250 1.2500 btg 8,800.00 11,000.00Kayu Balok Borneo 0.180 0.1800 m3 1,815,000.00 326,700.00Paku 0.850 0.8500 Kg 34,100.00 28,985.00Besi Strip 1.100 1.1000 Kg 11,550.00 12,705.00Semen Portland 35.000 35.0000 Kg 924.00 32,340.00Pasir Pasang 0.150 0.1500 m3 80,000.00 12,000.00Pasir Beton 0.100 0.1000 m3 120,000.00 12,000.00Koral Beton 0.150 0.1500 m3 132,000.00 19,800.00Bata merah kelas I 30.000 30.0000 bh 275.00 8,250.00Seng Plat 0.250 0.2500 lbr 38,500.00 9,625.00Jendela Nako 2.000 2.0000 bh 11,000.00 22,000.00Kaca Polos 0.080 0.0800 m2 71,500.00 5,720.00Kunci Tanam 0.150 0.1500 bh 165,000.00 24,750.00Plywood 4 mm 0.060 0.0600 lbr 42,900.00 2,574.00TenagaTukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Tukang Batu 1.000 0.7200 Oh 38,500.00 27,720 Perkerja 2.000 1.4400 Oh 27,500.00 39,600 Kepala Tukang 0.300 0.2160 Oh 49,500.00 10,692 Mandor 0.050 0.0360 Oh 55,000.00 1,980

    ANALISA 006 1 m Pembuatan Gudang Semen dan Alat - alat 516,992.00 88,308.00 605,300.00

  • Halaman 3

    NO. U R A I A N KOEF SNI KOEF RAP SAT HARGA SAT matrial HARGA SAT upah JUMLAH matrial JUMLAH upah TOTAL harga

    A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )BahanDolken Kayu 8 - 10/400 cm 1.700 1.7000 btg 8,800.00 14,960.00Kayu Balok Borneo 0.210 0.2100 m3 1,815,000.00 381,150.00Paku 0.300 0.3000 Kg 34,100.00 10,230.00Semen Portland 10.500 10.5000 Kg 924.00 9,702.00Pasir Beton 0.030 0.0300 m3 120,000.00 3,600.00Koral Beton 0.050 0.0500 m3 132,000.00 6,600.00Seng Gelombang BJLS 32 1.500 1.5000 lbr 60,500.00 90,750.00TenagaTukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Perkerja 1.000 0.7200 Oh 27,500.00 19,800 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.050 0.0360 Oh 55,000.00 1,980

    ANALISA 007 1 m Pembuatan Rumah Jaga / Konstruksi Kayu 641,960.00 71,676.00 713,636.00BahanDolken Kayu 8 - 10/400 cm 3.000 3.0000 btg 8,800.00 26,400.00Kayu Balok Borneo 0.276 0.2760 m3 1,815,000.00 500,940.00Paku 0.700 0.7000 Kg 34,100.00 23,870.00Seng Gelombang BJLS 32 1.500 1.5000 lbr 60,500.00 90,750.00TenagaTukang Kayu 1.500 1.0800 Oh 41,250.00 44,550 Perkerja 1.000 0.7200 Oh 27,500.00 19,800 Kepala Tukang 0.150 0.1080 Oh 49,500.00 5,346 Mandor 0.050 0.0360 Oh 55,000.00 1,980

    ANALISA 008 Membersihkan Lapangan dan Perataan 0.00 3,960.00 3,960.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Mandor 0.050 0.0360 Oh 55,000.00 1,980

    ANALISA 009 1 m Pembuatan Bedeng Buruh 534,317.00 88,308.00 622,625.00BahanDolken Kayu 8 - 10/400 cm 1.250 1.2500 btg 8,800.00 11,000.00Kayu Balok Borneo 0.186 0.1860 m3 1,815,000.00 337,590.00Paku 0.300 0.3000 Kg 34,100.00 10,230.00Semen Portland 18.000 18.0000 Kg 924.00 16,632.00Pasir Beton 0.030 0.0300 m3 120,000.00 3,600.00Koral Beton 0.050 0.0500 m3 132,000.00 6,600.00Seng Gelombang BJLS 32 1.500 1.5000 lbr 60,500.00 90,750.00Plywood 4 mm 1.350 1.3500 lbr 42,900.00 57,915.00

  • Halaman 4

    NO. U R A I A N KOEF SNI KOEF RAP SAT HARGA SAT matrial HARGA SAT upah JUMLAH matrial JUMLAH upah TOTAL harga

    A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )TenagaTukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Perkerja 1.000 0.7200 Oh 27,500.00 19,800 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.050 0.0360 Oh 55,000.00 1,980

    ANALISA 010 1 m Pembuatan Bak Adukan ( 40 x 50 x 20 ) cm 2,331,670.00 61,380.00 2,393,050.00BahanKayu Terentang 0.186 0.1860 m3 1,540,000.00 286,440.00Paku 0.300 0.3000 Kg 34,100.00 10,230.00Kayu Kaso 5 / 7 (borneo) 1.000 1.0000 btg 2,035,000.00 2,035,000.00TenagaTukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Mandor 0.050 0.0360 Oh 55,000.00 1,980

    ANALISA 011 1 m Pembuatan Stegger dari Bambu, ( 40 x 50 x 20 ) cm 17,600.00 88,308.00 105,908.00BahanBambu 6 - 8 / 600 cm 1.000 1.0000 btg 13,200.00 13,200.00Tali Ijuk 0.250 0.2500 Kg 17,600.00 4,400.00TenagaTukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Perkerja 1.000 0.7200 Oh 27,500.00 19,800 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.050 0.0360 Oh 55,000.00 1,980

    ANALISA 012 1 m Pembuatan Jalan Sementara 24,560.00 21,780.00 46,340.00BahanBatu Belah 5 / 20 0.150 0.1500 m3 99,000.00 14,850.00Batu Belah 5 / 7 0.090 0.0900 m3 99,000.00 8,910.00Pasir Pasang 0.010 0.0100 m3 80,000.00 800.00TenagaPerkerja 1.000 0.7200 Oh 27,500.00 19,800 Mandor 0.050 0.0360 Oh 55,000.00 1,980

    ANALISA 013 1 m Bongkaran Beton Bertulang 0.00 145,193.40 145,193.40TenagaPerkerja 6.667 4.8002 Oh 27,500.00 132,007 Mandor 0.333 0.2398 Oh 55,000.00 13,187

    ANALISA 014 1 m Bongkaran Dinding Tembok Bata Merah 0.00 133,313.40 133,313.40Tenaga

  • Halaman 5

    NO. U R A I A N KOEF SNI KOEF RAP SAT HARGA SAT matrial HARGA SAT upah JUMLAH matrial JUMLAH upah TOTAL harga

    A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Perkerja 6.667 4.8002 Oh 27,500.00 132,007 Mandor 0.033 0.0238 Oh 55,000.00 1,307

    II PEKERJAAN TANAHANALISA 015 1 m3 Pek. Galian Tanah Biasa Max Kedalaman 1 m' 0.00 9,504.00 9,504.00

    TenagaPerkerja 0.400 0.2880 Oh 27,500.00 7,920 Tukang Gali 0.0000 Oh 35,750.00 - Kepala Tukang 0.0000 Oh 49,500.00 - Mandor 0.040 0.0288 Oh 55,000.00 1,584

    ANALISA 016 1 m3 Pek. Galian Tanah Biasa Max Kedalaman 2 m' 0.00 12,454.20 12,454.20TenagaPerkerja 0.525 0.3780 Oh 27,500.00 10,395 Tukang Gali 0.0000 Oh 35,750.00 - Kepala Tukang 0.0000 Oh 49,500.00 - Mandor 0.052 0.0374 Oh 55,000.00 2,059

    ANALISA 017 1 m3 Pek. Galian Tanah Biasa Max Kedalaman 3 m' 0.00 17,443.80 17,443.80TenagaPerkerja 0.735