BOQ Wanaraja 12012019 [PDF]

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RENCANA ANGGARAN BIAYA KONSTRUKSI STRUKTUR BAJA BERAT BANGUNAN KANDANG AYAM 12 X 124 M NO



JENIS PEKERJAAN



a A 1 2 3 4 5



b PEKERJAAN PERSIAPAN, GALIAN dan PEMATANGAN LAHAN Pekerjaan Persiapan Pemasangan Bouplank Galian Tanah Pondasi setempat Urugan Tanah kembali Pekerjaan Pematangan Lahan (Cut, Fill & Compacted) SUB TOTAL - A



B 1 2 3



SATUAN c



VOLUME d



Unit e



HARGA SATUAN JUMLAH ( Rp ) f



g=dxexf



BOBOT ( % ) g



Ls M1 M3 M3 M3



1 300 23 23 2.736



2,00 2,00 2,00 2,00 1,00



5.000.000 15.000 70.000 25.000 37.000



10.000.000,00 9.000.000,00 3.175.200,00 1.134.000,00 101.232.000,00 124.541.200,00



0,57% 0,51% 0,18% 0,06% 5,74% 7,06%



PEKERJAAN BETON Pondasi Plat Beton Stempat , 40x40x20 Cm Kolom Pedestal 25 x 25 x 100 cm Sloof beton 15/30 SUB TOTAL - B



M3 M3 m3



2 3 12



2,00 2,00 2,00



1.800.000 1.800.000 1.800.000



7.718.400,00 12.060.000,00 44.712.000,00 64.490.400,00



0,44% 0,68% 2,54% 3,66%



C 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18



PEKERJAAN STRUKTUR BAJA BERAT Pekerjaan Anchoor Kolom 4 m WF 150/75/5/7 Kolom 6 m WF 150/75/5/7 Kolom 1,6 m WF 150/75/5/7 Balok Lintang utama (per 6 mtr) 2x CNP 125/50/20/2,3 Balok Lintang pendukung CNP 100/50/20/2,3 Bracing Kolom 2xCNP 100/50/20/2,3 Balok Membujur Utama 2x CNP 125/50/20/2,3 Balok Membujur Lt 1 CNP 100/50/20/2,3 Balok tarik/Tie Beam CNP 100/50/20/2,3 Kuda-kuda(Rafter) 2x CNP 125/50/20/2,3 Gording/purlin CNP 100/50/20/2,3 Siku klos gording 50/50/4 Base Plate Kolom 25x25 Cm, T =8mm Side Plate Rafter, Pelat 8mm, 20x20 Side Plate Gelagar, Pelat 8mm, 20x20 Tangga Besi Pengecatan Struktur, Zincromate SUB TOTAL - C



Ttk Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Ttk Ttk Ttk Ttk Kg



88 2.352 168 1.366 2.276 5.075 1.202 1.874 2.928 976 2.566 4.880 172 88 88 122 3 25.837



2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00



220.000 16.500 16.500 16.500 14.700 14.700 14.700 14.700 14.700 14.700 14.700 14.700 14.700 125.000 85.000 85.000 2.000.000 980



38.720.000,00 77.616.000,00 5.544.000,00 45.091.200,00 66.926.160,00 149.210.880,00 35.348.536,26 55.100.179,35 86.083.200,00 28.694.400,00 75.447.160,04 143.472.000,00 5.062.680,00 22.000.000,00 14.960.000,00 20.740.000,00 12.000.000,00 50.640.357,04 932.656.752,70



2,20% 4,40% 0,31% 2,56% 3,79% 8,46% 2,00% 3,12% 4,88% 1,63% 4,28% 8,13% 0,29% 1,25% 0,85% 1,18% 0,68% 2,87% 52,88%



D 1 2 3 4 5



PEKERJAAN DINDING DAN PLAPON Pasangan Dinding Ram Kawat BWG 16 d 60x60 Pasangan Penutup Plapon Lantai 2 Terpal Penutup Ampig Spandek 0,25 + Rangka Hollow Dinding Pembatas Bata merah Trasram 30 cm Fin Plester + Acian Dinding Pembatas gudang bata merah, plester + Acian SUB TOTAL - D



M2 M2 M2 M2 M2



950 1.440 76 79 68



2,00 2,00 2,00 2,00 2,00



38.100 15.000 68.737 115.235 115.235



72.390.000,00 43.200.000,00 10.392.965,98 18.253.192,35 15.753.749,53 159.989.907,86



4,10% 2,45% 0,59% 1,03% 0,89% 9,07%



E 1 2



PEKERJAAN LANTAI Lantai Wiremesh M5 Flooring/Lantai Kerja Rabat beton 5 cm + Fin Acian SUB TOTAL - E



M2 M2



1.440 1.708



2,00 2,00



34.273 55.000,00



98.707.600,94 187.880.000,00 286.587.600,94



5,60% 10,65% 16,25%



H 1 2 3 4



PEKERJAAN ATAP Pasangan Atap Spandek 0,25 Nok Spandek Bracing Tie Rod pengaku gording SUB TOTAL - H



M2 M' Ttk Ttk



1.781,50 120 22 20



2,00 2,00 2,00 2,00



50.000 40.000 155.420 21.000



178.150.000,00 9.600.000,00 6.838.476,82 840.000,00 195.428.476,82



10,10% 0,54% 0,39% 0,05% 11,08%



Anggaran Biaya Konstruksi Bangunan Dibulatkan Disetujui Project Owner



1.763.694.338,32 100% 1.763.700.000,00 Garut, ........................................ Kontraktor



ALTERNATIF PEKERJAAN TAMBAH NO a E 1 2 3 H 1 2 3



PEKERJAAN LANTAI Dinding rabat luar Saluran drainase keliling Gravel keliling saluran tepi PEKERJAAN ATAP Talang Air datar + Rangka Talang Air Tegak, PVC 4" Pintu



TOTAL



JENIS PEKERJAAN



SATUAN



b



c



VOLUME d



Unit e



HARGA SATUAN f



M2 M' M3



163 273 1



2,00 2,00 2,00



115.235 65.000 325.000



M' M' Ttk



240 22 2



2,00 2,00 2,00



54.000 40.000 2.000.000



JUMLAH ( Rp ) g=dxexf 73.986.638,78 37.612.638,78 35.438.000,00 936.000,00 35.680.000,00 25.920.000,00 1.760.000,00 8.000.000,00



109.666.638,78



Land Development Plan Kandang Ayam Wanaraja Reported by : Aditya Arya W, ST 19/12/2018



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Location  Jalan Kudang, Wanaraja,  Kode Pos : 44180  Koordinat • Easting : 82997.6837, • Northing : 9206155.4925



Lokasi Kandang



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Topography Survey •



Telah dilakukan pemetaan topografi pada tanggal 8 desember 2018 dengan hasil pemetaan sbb  Area : 1,08 Ha  Arah mata angin : relatif Barat Laut - Tenggara



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Cutting Plan



Layout View



Isometric View



 Cutting Configuration - Lebar - Panjang



: 35 meter  Area bebas (2 mtr) + Kandang 1 (12mtr) + Jalan Akses (7mtr) + Kandang 2 (12 mtr) + Area Bebas (2 mtr) : 130 meter  Area bebas (2 mtr) + Kandang & Gudang (126 mtr) + Area bebas (2 mtr)



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Volume report  Software  Methode  Result



: Autodesk Autocad Civil 3d 2013 : Surface comparation between Cutting Plan Vs Topography : Cut : 2.736 m³, Fill : 1.967,51 m³



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Comparasi arah kandang



Barat Daya – Timur Laut (Most Likely)



Barat Laut - Tenggara



Barat Laut – Tenggara (Most Likely)



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