Polindes Rab Contoh

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SAMPULPROGRAM NASIONAL PEMBERDAYAAN MASYARAKATMANDIRI PERDESAANTAHUN 2012DESAINDANRENCANA ANGGARAN BIAYAJenis Kegiatan:Pembangunan Gedung PKDVolume:7 x 11 M'Lokasi:Dusun .Desa:TajugKECAMATAN KARANGMONCOLKABUPATEN PURBALINGGAPROVINSI JAWA TENGAH

Analisa (2)PROGRAM NASIONAL PEMBERDAYAAN MASYARAKAT MANDIRI PERDESAAN (PNPM-MP)ANALISA KEBUTUHAN DAN BIAYAKabupaten: PurbalinggaJenis Prasarana: Gdg PKDKecamatan: KarangmoncolLokasi:Desa: TajugLuas: 11 x 7 mNoKoefisienURAIAN PEKERJAANVolumeSatuanAPEKERJAAN PERSIAPAN01I.SNI-7Pembersihan44.000LsI.SNI-71 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN0.0500Ka. Kelompok2.200LsPekerja1.000oh1.0000Pekerja Biasa44.000LsMandor0.050ohSub Total (1)0SI.021 M1 PEK. PASANG BOUWPLANK2SI.02Pemasangan Bowplank44.000M'Kayu kasau 5/7 sengon0.0120.0120Kayu 5/7 Bekisting (sengon)0.528MKayu papan 3/20 sengon0.0060.0060Papan 2/20 bekisting (sengon)0.264MPaku 5 - 70.0200.0200Paku0.880KgTukang Kayu0.10000.0050Ka. Kelompok0.220HOKPekerja0.1000org0.0100Ka Tukang0.440HOKKepala Tukang0.0100org0.1000Tukang Kayu4.400HOKMandor0.00500.1000Pekerja Biasa4.400HOKSub Total (2)0BPEKERJAAN PONDASI0TA.011 M3 PEK GALIAN TANAH BIASA MAX KEDALAMAN 1 M'org3TA.01Galian Tanah30.538MPekerja0.400org0.0400Ka. Kelompok1.222HOKMandor0.0400.4000Pekerja Biasa12.215HOKSub Total (3)0TA.091 M3 PEK URUGAN KEMBALIm34TA.12Urugan Tanah Kembali9.161MPekerja0.192zak0.0190Ka. Kelompok0.174HOKMandor0.019oh0.1920Pekerja Biasa1.759HOKohSub Total (4)0PO.031 M3 PEK PASANG PONDASI BATU KOSONGoh5PO.03Pas. Batu Kosong5.558MBatu belah 15/20 cm1.200oh1.2000Batukali6.669MPasir urug0.3000.3000Pasir Urug1.667MPekerja0.7800.0390Ka. Kelompok4.335HOKTukang batu0.3900m30.0390Ka Tukang2.167HOKKepala tukang0.0390zak0.3900Tukang Batu0.217HOKMandor0.0390m30.7800Pekerja Biasa0.217HOKohSub Total (5)0SNI 03-2836-2002-71 M3 PASANG PONDASI BATU KALI, 1 PC : 6 PSoh6PO.01Pas. Batu Kali16.200MBatu belah/batu gunung1.100oh1.1000Batukali17.820MSemen Portland117.000oh2.7200Potland Cemen 50 kg44.064ZakPasir pasang0.561hok0.5440Pasir pasang8.813MPekerja1.50000.0750Ka. Kelompok1.215HOKTukang batu0.6000m30.0600Ka Tukang0.972HOKKepala tukang0.0600kg0.6000Tukang Batu9.720HOKMandor0.0750lt0.1500Pekerja Biasa2.430HOKPekerjaohSub Total (6)0CPEKERJAAN BETON BERTULANG (1pc : 2ps : 3kr)0VII.SNI - 291 M2 PASANG BEKISTING UNTUK SLOOFoh7BT.11Bekisting Sloof32.000MKayu Tahun0.045oh0.0450Papan 2/20 bekisting (sengon)1.440MPaku biasa 2' - 5"0.300oh0.3000Paku9.600KgMinyak bekisting0.100m30.1000Minyak Bekisting3.200ltPekerja0.30000.0050Ka. Kelompok0.160HOKTukang kayu0.26000.0260Ka Tukang0.832HOKKepala tukang0.0260kg0.2600Tukang Kayu8.320HOKMandor0.0050m30.3000Pekerja Biasa9.600HOKm3Sub Total (7)0VII.SNI - 51 M3 MEMBUAT BETON BERTULANG 1 Pc : 2 Ps : 3 Kr8VII.SNI - 5Beton Sloof 15/202.400M4.64Semen portland232.000oh54.984Zak5300029141524.6400Potland Cemen 50 kg11.136ZakPasir beton0.520oh6.162M900005545800.5200Pasir pasang1.248MBatu pecah 1 - 2 cm0.7800oh9.24M17500016175250.7800Split 1/21.872MPekerja1.65000.95HOK35000331800.0800Ka. Kelompok0.192HOKTukang batu0.25000.30HOK3500010368.750.0250Ka Tukang0.060HOKKepala tukang0.0250m32.96HOK35000103687.50.2500Tukang Batu0.600HOKMandor0.0800kg19.55HOK25000488812.51.6500Pekerja Biasa3.960HOKSub Total (8)09BT.12Bekisting Kolom36.000MBT.121 M2 PEK BEKISTING KOLOMlbr0.0400Papan 2/20 bekisting (sengon)1.440MKayu papan terentang0.040bt0.4000Paku14.400kgPaku biasa0.400oh0.2000Minyak Bekisting7.200ltMinyak bekisting0.200oh0.0150Kayu 5/7 Bekisting (sengon)0.540MKayu balok kruing0.0150oh0.3500Tripleks 4 mm12.600lbrMultipleks tebal 9 mm0.3500oh2.0000Bambu apus 872.000BtgBambu apus 8-10 / 4 m12.00000.0066Ka. Kelompok0.238HOKPekerja0.30000.0330Ka Tukang1.188HOKTukang kayu0.33000.3300Tukang Kayu11.880HOKKepala Tukang kayu0.03300.3000Pekerja Biasa10.800HOKMandor0.0066Sub Total (9)010VII.SNI - 5Beton Kolom 15/151.350M4.6400Potland Cemen 50 kg6.264Zak0.5200Pasir pasang0.702M0.7800Split 1/21.053M0.0800Ka. Kelompok0.108HOK0.0250Ka Tukang0.034HOK0.2500Tukang Batu0.338HOK1.6500Pekerja Biasa2.228HOKSub Total (10)011BT.11Bekisting Ringbalk32.0000.00VII.SNI - 291 M2 PASANG BEKISTING UNTUK SLOOFoh0.0450Papan 2/20 bekisting (sengon)1.440MKayu Tahun0.045oh0.3000Paku9.600KgPaku biasa 2' - 5"0.300oh0.1000Minyak Bekisting3.200ltMinyak bekisting0.100m30.0050Ka. Kelompok0.160HOKPekerja0.30000.0260Ka Tukang0.832HOKTukang kayu0.26000.2600Tukang Kayu8.320HOKKepala tukang0.0260kg0.3000Pekerja Biasa9.600HOKMandor0.0050m3Sub Total (11)0m312VII.SNI - 5Beton Ringbalk 15/202.400MVII.SNI - 51 M3 MEMBUAT BETON BERTULANG 1 Pc : 2 Ps : 3 Kr4.6400Potland Cemen 50 kg11.136Zak4.64Semen portland232.000kg0.5200Pasir pasang1.248MPasir beton0.520m30.7800Split 1/21.872MBatu pecah 1 - 2 cm0.780m30.0800Ka. Kelompok0.192HOKPekerja1.6500oh0.0250Ka Tukang0.060HOKTukang batu0.2500oh0.2500Tukang Batu0.600HOKKepala tukang0.0250oh1.6500Pekerja Biasa3.960HOKMandor0.0800ohSub Total (12)0oh13BT.11Bekisting Tower Air0.49M0.0400Papan 2/20 bekisting (sengon)0.020MVII.SNI - 321 M2 PASANG BEKISTING UNTUK LANTAI0.4000Paku0.196KgKayu Tahun0.040m30.2000Minyak Bekisting0.098ltPaku biasa 2' - 5"0.400kg0.0150Kayu 5/7 Bekisting (sengon)0.007MMinyak bekisting0.200Lt0.3500Tripleks 4 mm0.172lbrKayu tahun0.015m36.0000Bambu apus 82.940BtgMultiplek 9 mm0.350lbr0.0060Ka. Kelompok0.003HOKKayu 8/ 4 m6.000btg0.0330Ka Tukang0.016HOKPekerja0.320oh0.3300Tukang Kayu0.162HOKTukang batu0.330oh0.3200Pekerja Biasa0.157HOKKepala tukang0.033ohSub Total (13)0Mandor0.006oh14VII.SNI - 5Beton Tower0.35M4.6400Potland Cemen 50 kg1.634Zak0.5200Pasir pasang0.183M0.7800Split 1/20.275M0.0800Ka. Kelompok0.028HOK0.0250Ka Tukang0.009HOK0.2500Tukang Batu0.088HOK1.6500Pekerja Biasa0.581HOKSub Total (14)0DPEKERJAAN TULANGAN/PEMBESIAN015VII.SNI - 25Pembesian779.147KgVII.SNI - 251 KG PEMBESIAN DENGAN BESI POLOS ATAU ULIR1.0500818.105Kg1.0000Besi Ukuran 1076.129BtgBesi beton (polos/ulir)1.050kg1.0000Besi Ukuran 680.344Btg0Kawat beton0.015kg0.0003Ka. Kelompok0.234HOKPekerja0.0070oh0.0007Ka Tukang0.545HOKTukang besi0.0070oh0.0070Tukang Besi5.454HOKKepala tukang0.0007oh0.0070Pekerja Biasa5.454HOKMandor0.0003ohSub Total (15)0EPEKERJAAN DINDING 1/2 BATA0SNI 03-6897-2002-131 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 PC : 6 PS16DD.03Pas. Bata Merah180.864MBata merah 5 x 11 x 22 cm70.000bh70.0000Bata merah12,660.468Bh0.1664Semen Portland8.320kg0.1664Potland Cemen 50 kg30.096ZakPasir pasang0.049m30.0490Pasir pasang8.862MPekerja0.320oh0.0150Ka. Kelompok2.713HOKTukang batu0.100oh,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,0.0100Ka Tukang1.809HOKKepala tukang0.010oh0.1000Tukang Batu18.086HOKMandor0.0150oh0.3200Pekerja Biasa57.876HOKSub Total (14)015PL.01Plesteran Dinding 15mm + Aci350.478MSNI 03-2837-2002-61 M2 PEKERJAAN PLESTERAN 1 PC : 6 PS TEBAL 15 MM0.0736Potland Cemen 50 kg25.795zakPortand Cement (Pc)3.680kg0.0230Pasir pasang8.061MPasir pasang0.023m30.0100Ka. Kelompok3.505HOKPekerja0.200oh0.0150Ka Tukang5.257HOKTukang batu0.150oh0.1500Tukang Batu52.572HOKKepala tukang0.0150oh0.2000Pekerja Biasa70.096HOKMandor0.0100ohSub Total (15)0FPEKERJAAN KAYU016SNI 03-3434-2002-3Kusen Kayu 6/151.031MSNI 03-3434-2002-31 M3 PASANG KUSEN PINTU DAN JENDELA KAYU BORNEO, KRUWING1.2000Kayu 6/12 Akasia1.238MKayu borneo, kruing, balok1.200m3230769230.7692310.3000Ka. Kelompok0.309HOKPekerja6.000oh2.0000Ka Tukang2.063HOKTukang kayu18.000oh18.0000Tukang Kayu18.565HOKKepala tukang2.0000oh6.0000Pekerja Biasa6.188HOKMandor0.3000ohSub Total (16)017SNI 03-3434-2002-30Kuda-Kuda1.208MSNI 03-3434-2002-301 M3 PASANG KONSTRUKSI KUDA-KUDA KAYU KRUWING1.1000Kayu 8/12 Akasia1.328MKayu Kruing, balok1.100m315.0000Besi Strip18.115KgBesi strip15.000kg0.8000Paku0.966KgPaku biasa 2" - 5"0.800kg0.2000Ka. Kelompok0.242HOKPekerja4.000oh1.2000Ka Tukang1.449HOKTukang kayu12.000oh12.0000Tukang Kayu14.492HOKKepala tukang1.2000oh4.0000Pekerja Biasa4.831HOKMandor0.2000ohSub Total (17)0GPEKERJAAN ATAP DAN DAUN018SNI 03-3434-2002-36Rangka Usuk 5/7 dan Reng 2/3106.400MSNI 03-3434-2002-321 M2 PASANG KASAO + RENG GENTENG PLENTONG, KAYU KRUING0.0120Kayu akasia, 5/7,2/31.277MKayu Kruing, balok0.012m30.1500Paku15.960KgPaku biasa 2" - 5"0.150kg0.0050Ka. Kelompok0.532HOKPekerja0.100oh0.0100Ka Tukang1.064HOKTukang kayu0.100oh0.1000Tukang Kayu10.640HOKKepala tukang0.0100oh0.1000Pekerja Biasa10.640HOKMandor0.0050ohSub Total (18)019SNI 03-3434-2002-53Lisplank41.200MSNI 03-3434-2002-531 M' PASANG LISPLANG UKURAN 2 x ( 2 x 20 ) CM, KAYU KRUING0.0088Kayu Listplank0.363MKayu kruing, papan0.009m30.0600Paku2.472KgPaku biasa 2" - 5"0.060kg0.0500Ka. Kelompok2.060HOKPekerja0.100oh0.0100Ka Tukang0.412HOKTukang kayu0.100oh0.1000Tukang Kayu4.120HOKKepala tukang0.0100oh0.1000Pekerja Biasa4.120HOKMandor0.0500ohSub Total (19)020SNI 03-3436-2002-1Tutup Atap (Genteng)106.400MSNI 03-3436-2002-11 M2 PASANG ATAP GENTENG PALENTONG25.0000Genteng palentong2,660.000BhGenteng palentong25.000bh0.0080Ka. Kelompok0.851HOKPekerja0.150oh0.0080Ka Tukang0.851HOKTukang kayu0.075oh0.0750Tukang Kayu7.980HOKKepala tukang0.0080oh0.1500Pekerja Biasa15.960HOKMandor0.0080ohSub Total (20)021SNI 03-3436-2002-4Kerpus/Bubungan11.800MSNI 03-3436-2002-41 M2 PASANG ATAP GENTENG KREPUS4.0000Wuwung Palentong47.200BhGenteng Krepus5.000bh0.1600Potland Cemen 50 kg1.888ZakSemen portland8.000kg0.0320Pasir pasang0.378MPasir pasang0.032m30.0020Ka. Kelompok0.024HOKPekerja0.400oh0.0200Ka Tukang0.236HOKTukang kayu0.200oh0.2000Tukang Kayu2.360HOKKepala tukang0.0200oh0.4000Pekerja Biasa4.720HOKMandor0.0020ohSub Total (21)022SNI 03-2639-2002-20bPas. Plafon Triplek + Rangka106.400MSNI 03-2639-2002-20b1 M2 LANGIT-LANGIT ETERNIT POLOS (1,00 X 1,00 )M, RANGKA KAYU TAHUN0.0120Kayu 2/3 Akasia1.277MKayu Tahun, balok0.012m30.0600Paku biasa6.384KgPaku biasa0.060kg0.5116Triplek (2,4x0,9)54.437LbrEternit Polos1.100lbr0.0090Ka. Kelompok0.958HOKPekerja0.180oh0.0320Ka Tukang3.405HOKTukang kayu0.320oh0.3200Tukang Kayu34.048HOKKepala tukang0.0320oh0.1800Peker