PROGRAM NASIONAL PEMBERDAYAAN MASYARAKAT MANDIRI PERDESAAN TAHUN 2012 DESAIN DAN RENCANA ANGGARAN BIAYA Jenis Kegiatan : Pembangunan Gedung PKD Volume : 7 x 11 M' Lokasi : Dusun …………. Desa : Tajug KECAMATAN KARANGMONCOL KABUPATEN PURBALINGGA PROVINSI JAWA TENGAH
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PROGRAM NASIONAL PEMBERDAYAAN MASYARAKATMANDIRI PERDESAAN
TAHUN 2012
DESAIN DAN
RENCANA ANGGARAN BIAYA
Jenis Kegiatan : Pembangunan Gedung PKDVolume : 7 x 11 M'Lokasi : Dusun ………….Desa : Tajug
KECAMATAN KARANGMONCOLKABUPATEN PURBALINGGA
PROVINSI JAWA TENGAH
PROGRAM NASIONAL PEMBERDAYAAN MASYARAKAT MANDIRI PERDESAAN (PNPM-MP)ANALISA KEBUTUHAN DAN BIAYA
Kabupaten : Purbalingga Jenis Prasarana : Gdg PKDKecamatan : Karangmoncol Lokasi :Desa : Tajug Luas : 11 x 7 m
No Koefisien URAIAN PEKERJAAN Volume Satuan
A PEKERJAAN PERSIAPAN 01 I.SNI-7 Pembersihan 44.000 Ls
0.0500 Ka. Kelompok 2.200 Ls1.0000 Pekerja Biasa 44.000 Ls
Sub Total (1) 02 SI.02 Pemasangan Bowplank 44.000 M'
0.0120 Kayu 5/7 Bekisting (sengon) 0.528 M³0.0060 Papan 2/20 bekisting (sengon) 0.264 M³0.0200 Paku 0.880 Kg0.0050 Ka. Kelompok 0.220 HOK0.0100 Ka Tukang 0.440 HOK0.1000 Tukang Kayu 4.400 HOK0.1000 Pekerja Biasa 4.400 HOK
Sub Total (2) 0B PEKERJAAN PONDASI 0
3 TA.01 Galian Tanah 30.538 M³0.0400 Ka. Kelompok 1.222 HOK0.4000 Pekerja Biasa 12.215 HOK
Sub Total (3) 04 TA.12 Urugan Tanah Kembali 9.161 M³
0.0190 Ka. Kelompok 0.174 HOK0.1920 Pekerja Biasa 1.759 HOK
Sub Total (4) 05 PO.03 Pas. Batu Kosong 5.557 M³
1.2000 Batukali 6.669 M³0.3000 Pasir Urug 1.667 M³0.0390 Ka. Kelompok 4.335 HOK0.0390 Ka Tukang 2.167 HOK0.3900 Tukang Batu 0.217 HOK0.7800 Pekerja Biasa 0.217 HOK
Sub Total (5) 06 PO.01 Pas. Batu Kali 16.200 M³
1.1000 Batukali 17.820 M³2.7200 Potland Cemen 50 kg 44.064 Zak0.5440 Pasir pasang 8.813 M³0.0750 Ka. Kelompok 1.215 HOK0.0600 Ka Tukang 0.972 HOK0.6000 Tukang Batu 9.720 HOK0.1500 Pekerja Biasa 2.430 HOK
Sub Total (6) 0C PEKERJAAN BETON BERTULANG (1pc : 2ps : 3kr) 0
7 BT.11 Bekisting Sloof 32.000 M²0.0450 Papan 2/20 bekisting (sengon) 1.440 M³0.3000 Paku 9.600 Kg0.1000 Minyak Bekisting 3.200 lt0.0050 Ka. Kelompok 0.160 HOK0.0260 Ka Tukang 0.832 HOK0.2600 Tukang Kayu 8.320 HOK0.3000 Pekerja Biasa 9.600 HOK
Sub Total (7) 0
8 VII.SNI - 5 Beton Sloof 15/20 2.400 M³4.6400 Potland Cemen 50 kg 11.136 Zak0.5200 Pasir pasang 1.248 M³0.7800 Split 1/2 1.872 M³0.0800 Ka. Kelompok 0.192 HOK0.0250 Ka Tukang 0.060 HOK0.2500 Tukang Batu 0.600 HOK1.6500 Pekerja Biasa 3.960 HOK
Sub Total (8) 09 BT.12 Bekisting Kolom 36.000 M²
0.0400 Papan 2/20 bekisting (sengon) 1.440 M³0.4000 Paku 14.400 kg0.2000 Minyak Bekisting 7.200 lt0.0150 Kayu 5/7 Bekisting (sengon) 0.540 M³0.3500 Tripleks 4 mm 12.600 lbr2.0000 Bambu apus Ø 8 72.000 Btg0.0066 Ka. Kelompok 0.238 HOK0.0330 Ka Tukang 1.188 HOK0.3300 Tukang Kayu 11.880 HOK0.3000 Pekerja Biasa 10.800 HOK
Sub Total (9) 010 VII.SNI - 5 Beton Kolom 15/15 1.350 M³
4.6400 Potland Cemen 50 kg 6.264 Zak0.5200 Pasir pasang 0.702 M³0.7800 Split 1/2 1.053 M³0.0800 Ka. Kelompok 0.108 HOK0.0250 Ka Tukang 0.034 HOK0.2500 Tukang Batu 0.337 HOK1.6500 Pekerja Biasa 2.227 HOK
Sub Total (10) 011 BT.11 Bekisting Ringbalk 32.000 0.00
0.0450 Papan 2/20 bekisting (sengon) 1.440 M³0.3000 Paku 9.600 Kg0.1000 Minyak Bekisting 3.200 lt0.0050 Ka. Kelompok 0.160 HOK0.0260 Ka Tukang 0.832 HOK0.2600 Tukang Kayu 8.320 HOK0.3000 Pekerja Biasa 9.600 HOK
Sub Total (11) 012 VII.SNI - 5 Beton Ringbalk 15/20 2.400 M³
4.6400 Potland Cemen 50 kg 11.136 Zak0.5200 Pasir pasang 1.248 M³0.7800 Split 1/2 1.872 M³0.0800 Ka. Kelompok 0.192 HOK0.0250 Ka Tukang 0.060 HOK0.2500 Tukang Batu 0.600 HOK1.6500 Pekerja Biasa 3.960 HOK
Sub Total (12) 013 BT.11 Bekisting Tower Air 0.49 M²
0.0400 Papan 2/20 bekisting (sengon) 0.020 M³0.4000 Paku 0.196 Kg0.2000 Minyak Bekisting 0.098 lt0.0150 Kayu 5/7 Bekisting (sengon) 0.007 M³0.3500 Tripleks 4 mm 0.171 lbr6.0000 Bambu apus Ø 8 2.940 Btg0.0060 Ka. Kelompok 0.003 HOK0.0330 Ka Tukang 0.016 HOK0.3300 Tukang Kayu 0.162 HOK0.3200 Pekerja Biasa 0.157 HOK
Sub Total (13) 0
14 VII.SNI - 5 Beton Tower 0.35 M³
4.6400 Potland Cemen 50 kg 1.634 Zak0.5200 Pasir pasang 0.183 M³0.7800 Split 1/2 0.275 M³0.0800 Ka. Kelompok 0.028 HOK0.0250 Ka Tukang 0.009 HOK0.2500 Tukang Batu 0.088 HOK1.6500 Pekerja Biasa 0.581 HOK
Sub Total (14) 0D PEKERJAAN TULANGAN/PEMBESIAN 0
15 VII.SNI - 25 Pembesian 779.147 Kg1.0500 818.105 Kg1.0000 Besi Ukuran Ǿ 10 76.129 Btg1.0000 Besi Ukuran Ǿ 6 80.344 Btg0.0003 Ka. Kelompok 0.234 HOK0.0007 Ka Tukang 0.545 HOK0.0070 Tukang Besi 5.454 HOK0.0070 Pekerja Biasa 5.454 HOK
Sub Total (15) 0E PEKERJAAN DINDING 1/2 BATA 0
16 DD.03 Pas. Bata Merah 180.864 M²70.0000 Bata merah 12,660.468 Bh
0.1664 Potland Cemen 50 kg 30.096 Zak0.0490 Pasir pasang 8.862 M³0.0150 Ka. Kelompok 2.713 HOK0.0100 Ka Tukang 1.809 HOK0.1000 Tukang Batu 18.086 HOK0.3200 Pekerja Biasa 57.876 HOK
Sub Total (14) 015 PL.01 Plesteran Dinding 15mm + Aci 350.478 M²
0.0736 Potland Cemen 50 kg 25.795 zak0.0230 Pasir pasang 8.061 M³0.0100 Ka. Kelompok 3.505 HOK0.0150 Ka Tukang 5.257 HOK0.1500 Tukang Batu 52.572 HOK0.2000 Pekerja Biasa 70.096 HOK
Sub Total (15) 0F PEKERJAAN KAYU 0
16SNI 03-3434-2002-3Kusen Kayu 6/15 1.031 M³1.2000 Kayu 6/12 Akasia 1.238 M³0.3000 Ka. Kelompok 0.309 HOK2.0000 Ka Tukang 2.063 HOK
18.0000 Tukang Kayu 18.565 HOK6.0000 Pekerja Biasa 6.188 HOK
Sub Total (16) 017SNI 03-3434-2002-30Kuda-Kuda 1.208 M³
1.1000 Kayu 8/12 Akasia 1.328 M³15.0000 Besi Strip 18.115 Kg
0.8000 Paku 0.966 Kg0.2000 Ka. Kelompok 0.242 HOK1.2000 Ka Tukang 1.449 HOK
12.0000 Tukang Kayu 14.492 HOK4.0000 Pekerja Biasa 4.831 HOK
Sub Total (17) 0G PEKERJAAN ATAP DAN DAUN 0
18SNI 03-3434-2002-36Rangka Usuk 5/7 dan Reng 2/3 106.400 M²0.0120 Kayu akasia, 5/7,2/3 1.277 M³0.1500 Paku 15.960 Kg0.0050 Ka. Kelompok 0.532 HOK0.0100 Ka Tukang 1.064 HOK0.1000 Tukang Kayu 10.640 HOK0.1000 Pekerja Biasa 10.640 HOK
Sub Total (18) 0
19SNI 03-3434-2002-53Lisplank 41.200 M0.0088 Kayu Listplank 0.363 M³0.0600 Paku 2.472 Kg0.0500 Ka. Kelompok 2.060 HOK0.0100 Ka Tukang 0.412 HOK0.1000 Tukang Kayu 4.120 HOK0.1000 Pekerja Biasa 4.120 HOK
Sub Total (19) 020SNI 03-3436-2002-1Tutup Atap (Genteng) 106.400 M²
25.0000 Genteng palentong 2,660.000 Bh0.0080 Ka. Kelompok 0.851 HOK0.0080 Ka Tukang 0.851 HOK0.0750 Tukang Kayu 7.980 HOK0.1500 Pekerja Biasa 15.960 HOK
Sub Total (20) 021SNI 03-3436-2002-4Kerpus/Bubungan 11.800 M
4.0000 Wuwung Palentong 47.200 Bh0.1600 Potland Cemen 50 kg 1.888 Zak0.0320 Pasir pasang 0.378 M³0.0020 Ka. Kelompok 0.024 HOK0.0200 Ka Tukang 0.236 HOK0.2000 Tukang Kayu 2.360 HOK0.4000 Pekerja Biasa 4.720 HOK
Sub Total (21) 022SNI 03-2639-2002-20bPas. Plafon Triplek + Rangka 106.400 M²
0.0120 Kayu 2/3 Akasia 1.277 M³0.0600 Paku biasa 6.384 Kg0.5116 Triplek (2,4x0,9) 54.437 Lbr0.0090 Ka. Kelompok 0.958 HOK0.0320 Ka Tukang 3.405 HOK0.3200 Tukang Kayu 34.048 HOK0.1800 Pekerja Biasa 19.152 HOK
Sub Total (22) 023SNI 03-3434-2002-10Daun Pintu, Jendela kaca dan Jalusi 14.016 M²
0.0640 Papan Daun 3/20 Kruing 0.897 M³0.5000 Ka. Kelompok 7.008 HOK0.3000 Ka Tukang 4.205 HOK3.0000 Tukang Kayu 42.048 HOK1.0000 Pekerja Biasa 14.016 HOK
Sub Total (23) 0H PEKERJAAN ASESORIES 0
24 XII.SNI - 1 Pas. Kunci Tanam 7.000 bh1.0000 Kunci pintu tanam 7.000 bh0.0030 Ka. Kelompok 0.021 HOK0.0600 Ka Tukang 0.420 HOK0.6000 Tukang Kayu 4.200 HOK0.0600 Pekerja Biasa 0.420 HOK
Sub Total (24) 025 XII.SNI - 5 Pas. Engsel Pintu 7.000 Ps
1.0000 Engsel pintu 4" 7.0000.0008 Ka. Kelompok 0.0050.0150 Ka Tukang 0.1050.1500 Tukang Kayu 1.0500.0150 Pekerja Biasa 0.105
Sub Total (25) 026 XII.SNI - 6 Pas.Engsel Jendela 4.000 Psg
1.0000 Engsel Jendela 4.0000.0005 Ka. Kelompok 0.0020.0100 Ka Tukang 0.0400.1000 Tukang Kayu 0.4000.0100 Pekerja Biasa 0.040
Sub Total (26) 0
27 XII.SNI - 9 Pas. Kait Angin dan Tarikan Jendela 4.000 Psg1.0000 Hak angin 4.000 Psg1.0000 Tarikan Jendela 4.000 bh0.0008 Ka. Kelompok 0.003 HOK0.0150 Ka Tukang 0.060 HOK0.1500 Tukang Kayu 0.600 HOK0.0150 Pekerja Biasa 0.060 HOK
Sub Total (27) 028 XII.SNI - 17 Pas. Kaca Polos 5 mm 3.902 M²
1.1000 Kaca bening 5 mm 4.293 M²0.0008 Ka. Kelompok 0.003 HOK0.0150 Ka Tukang 0.059 HOK0.1500 Tukang Kayu 0.585 HOK0.0150 Pekerja Biasa 0.059 HOK
Sub Total (28) 0I PEKERJAAN LANTAI DAN KERAMIK 0
29 XIII.SNI-47 Lantai Keramik 30x30 78.000 M²1.0000 Keramik 30 x 30 putih 78.000 M²0.2276 Potland Cemen 50 kg 17.753 Zak0.0420 Pasir pasang 3.276 M³1.5000 Semen Warna 117.000 Kg0.0300 Ka. Kelompok 2.340 HOK0.0350 Ka Tukang 2.730 HOK0.3500 Tukang Batu 27.300 HOK0.6200 Pekerja Biasa 48.360 HOK
Sub Total (29) 030 XIII.SNI-69 Keramik Lantai KM 20x20 7.000 M²
1.0000 Keramik KM 20x20 7.000 M²0.2276 Potland Cemen 50 kg 1.593 Zak0.0420 Pasir pasang 0.294 M³1.5000 Semen Warna 10.500 Kg0.0300 Ka. Kelompok 0.210 HOK0.0350 Ka Tukang 0.245 HOK0.3500 Tukang Batu 2.450 HOK0.6200 Pekerja Biasa 4.340 HOK
Sub Total (30) 031 XIII.SNI-69 Keramik Dinding KM 20x25 23.800 M²
1.0000 Keramik KM 20x25 23.800 M²0.2276 Potland Cemen 50 kg 5.417 Zak0.0420 Pasir pasang 1.000 M³1.5000 Semen Warna 35.700 Kg0.0300 Ka. Kelompok 0.714 HOK0.0350 Ka Tukang 0.833 HOK0.3500 Tukang Batu 8.330 HOK0.6200 Pekerja Biasa 14.756 HOK
Sub Total (31) 0J PEKERJAAN PENGECATAN 0
32 XIV.SNI - 14 Pengecatan Dinding 350.478 M²0.1000 Plamir 35.048 Kg0.1000 Cat Putih Dasar Tembok 35.048 Kg0.2600 Cat tembok 91.124 Kg0.0025 Ka. Kelompok 0.876 Kg0.0063 Ka Tukang 2.208 HOK0.0630 Tukang Cat 22.080 HOK0.0200 Pekerja Biasa 7.010 HOK
Sub Total (32) 033 Pengecatan Plafond 106.400 M²
0.1000 Plamir 10.640 Kg0.1000 Cat Putih Dasar Tembok 10.640 Kg0.2600 Cat tembok 27.664 Kg0.0025 Ka. Kelompok 0.266 Kg0.0063 Ka Tukang 0.670 HOK0.0630 Tukang Cat 6.703 HOK0.0200 Pekerja Biasa 2.128 HOK
Sub Total (33) 0
34 SNI - 8 Pengecatan Kusen dan Daun 20.227 M²1 lapis Cat Dasar, 2 lapis Cat Penutup
0.2000 Meni kayu 4.045 Kg0.1500 Plamir 3.034 Kg0.1700 Cat Putih Dasar Kayu 3.439 Kg0.2600 Cat kayu 5.259 Kg0.0025 Ka. Kelompok 0.051 HOK0.0060 Ka Tukang 0.121 HOK0.0090 Tukang Cat 0.182 HOK0.0700 Pekerja Biasa 1.416 HOK
0.0041 Ka. Kelompok 0.008 HOK0.0135 Ka Tukang 0.027 HOK0.1350 Tukang Batu 0.270 HOK0.0810 Pekerja Biasa 0.162 HOK
Sub Total (37) 038 X.SNI - 35 Pas. Kran 1/2 " 3.000 bh
1.0000 Kran biasa 3.000 Bh0.0250 Sealtape 0.075 Bh0.0050 Ka. Kelompok 0.015 HOK0.0100 Ka Tukang 0.030 HOK0.1000 Tukang Batu 0.300 HOK0.0100 Pekerja Biasa 0.030 HOK
Sub Total (38) 039 X.SNI - 5 Pas. Wastafel 1.000 unit
1.0000 Wastafel 1.000 Bh0.1200 knee 1/2 " 0.120 Bh6.0000 Semen Warna 6.000 Kg0.0100 Pasir pasang 0.010 HOK0.1000 Ka. Kelompok 0.100 HOK0.1500 Ka Tukang 0.150 HOK1.4500 Tukang Batu 1.450 HOK1.2000 Pekerja Biasa 1.200 HOK
Sub Total (39) 0
L SUMUR, WC DAN SEPTICKTANK 040 Pas.Sumur + Pompa Air
Sumur (eksiting) 7.000 M'Pasang Kluwung (buisbeton+tutup) 28.000 BhMesin Pompa Air 1.000 BhTangki air 1.000 Bh
SNI 03-3434-200 1 M' PASANG LISPLANG UKURAN 2 x ( 2 x 20 ) CM, KAYU KRUINGKayu kruing, papan 0.009 m3Paku biasa 2" - 5" 0.060 kgPekerja 0.100 ohTukang kayu 0.100 ohKepala tukang 0.0100 ohMandor 0.0500 oh
SNI 03-2639-200 1 M2 LANGIT-LANGIT ETERNIT POLOS (1,00 X 1,00 )M, RANGKA KAYU TAHUNKayu Tahun, balok 0.012 m3Paku biasa 0.060 kgEternit Polos 1.100 lbrPekerja 0.180 ohTukang kayu 0.320 ohKepala tukang 0.0320 ohMandor 0.0090 oh
SNI 03-3434-200 1 M2 PASANG PINTU DAN JENDELA KACA KAYU KAMPERKayu Kamper, papan 0.035 m3Pekerja 0.800 ohTukang kayu 2.000 ohKepala tukang 0.2000 ohMandor 0.0400 oh
PROGRAM NASIONAL PEMBERDAYAAN MASYARAKAT MANDIRI PERDESAAN (PNPM-MP)ANALISA KEBUTUHAN DAN BIAYA
Kabupaten : Purbalingga Jenis Prasarana : Gdg PKDKecamatan : Karangmoncol Lokasi :Desa : Tajug Luas : 11 x 7 m
No Koefisien URAIAN PEKERJAAN Volume Satuan Harga TOTAL
A PEKERJAAN PERSIAPAN 2,664,4201 I.SNI-7 Pembersihan 44.000 Ls
0.0500 Ka. Kelompok 2.200 Ls 35,000 77,0001.0000 Pekerja Biasa 44.000 Ls 25,000 1,100,000
Sub Total (1) 1,177,0002 SI.02 Pemasangan Bowplank 44.000 M'
0.0120 Kayu 5/7 Bekisting (sengon) 0.528 M³ 1,500,000 792,0000.0060 Papan 2/20 bekisting (sengon) 0.264 M³ 1,500,000 396,0000.0200 Paku 0.880 Kg 14,000 12,3200.0050 Ka. Kelompok 0.220 HOK 35,000 7,7000.0100 Ka Tukang 0.440 HOK 35,000 15,4000.1000 Tukang Kayu 4.400 HOK 35,000 154,0000.1000 Pekerja Biasa 4.400 HOK 25,000 110,000
Sub Total (2) 1,487,420B PEKERJAAN PONDASI 6,609,605
3 TA.01 Galian Tanah 30.538 M³0.0400 Ka. Kelompok 1.222 HOK 35,000 42,7530.4000 Pekerja Biasa 12.215 HOK 25,000 305,380
Sub Total (3) 348,1334 TA.12 Urugan Tanah Kembali 9.161 M³
0.0190 Ka. Kelompok 0.174 HOK 35,000 6,0920.1920 Pekerja Biasa 1.759 HOK 25,000 43,975
Sub Total (4) 50,0675 PO.03 Pas. Batu Kosong 5.557 M³
1.2000 Batukali 6.669 M³ 90,000 600,2100.3000 Pasir Urug 1.667 M³ 70,000 116,7070.0390 Ka. Kelompok 4.335 HOK 35,000 151,7200.0390 Ka Tukang 2.167 HOK 35,000 75,8600.3900 Tukang Batu 0.217 HOK 35,000 7,5860.7800 Pekerja Biasa 0.217 HOK 25,000 5,419
Sub Total (5) 957,5026 PO.01 Pas. Batu Kali 16.200 M³
1.1000 Batukali 17.820 M³ 90,000 1,603,8002.7200 Potland Cemen 50 kg 44.064 Zak 53,000 2,335,3920.5440 Pasir pasang 8.813 M³ 95,000 837,2160.0750 Ka. Kelompok 1.215 HOK 35,000 42,5250.0600 Ka Tukang 0.972 HOK 35,000 34,0200.6000 Tukang Batu 9.720 HOK 35,000 340,2000.1500 Pekerja Biasa 2.430 HOK 25,000 60,750
Sub Total (6) 5,253,903C PEKERJAAN BETON BERTULANG (1pc : 2ps : 3kr) 13,884,418
7 BT.11 Bekisting Sloof 32.000 M²0.0450 Papan 2/20 bekisting (sengon) 1.440 M³ 1,500,000 2,160,0000.3000 Paku 9.600 Kg 14,000 134,4000.1000 Minyak Bekisting 3.200 lt 5,000 16,0000.0050 Ka. Kelompok 0.160 HOK 35,000 5,6000.0260 Ka Tukang 0.832 HOK 35,000 29,1200.2600 Tukang Kayu 8.320 HOK 35,000 291,2000.3000 Pekerja Biasa 9.600 HOK 25,000 240,000
Sub Total (7) 2,876,320
Harga Satuan
8 VII.SNI - 5 Beton Sloof 15/20 2.400 M³4.6400 Potland Cemen 50 kg 11.136 Zak 53,000 590,2080.5200 Pasir pasang 1.248 M³ 95,000 118,5600.7800 Split 1/2 1.872 M³ 150,000 280,8000.0800 Ka. Kelompok 0.192 HOK 35,000 6,7200.0250 Ka Tukang 0.060 HOK 35,000 2,1000.2500 Tukang Batu 0.600 HOK 35,000 21,0001.6500 Pekerja Biasa 3.960 HOK 25,000 99,000
Sub Total (8) 1,118,3889 BT.12 Bekisting Kolom 36.000 M²
0.0400 Papan 2/20 bekisting (sengon) 1.440 M³ 1,500,000 2,160,0000.4000 Paku 14.400 kg 14,000 201,6000.2000 Minyak Bekisting 7.200 lt 5,000 36,0000.0150 Kayu 5/7 Bekisting (sengon) 0.540 M³ 1,500,000 810,0000.3500 Tripleks 4 mm 12.600 lbr 70,000 882,0002.0000 Bambu apus Ø 8 72.000 Btg 5,000 360,0000.0066 Ka. Kelompok 0.238 HOK 35,000 8,3160.0330 Ka Tukang 1.188 HOK 35,000 41,5800.3300 Tukang Kayu 11.880 HOK 35,000 415,8000.3000 Pekerja Biasa 10.800 HOK 25,000 270,000
Sub Total (9) 5,185,29610 VII.SNI - 5 Beton Kolom 15/15 1.350 M³
4.6400 Potland Cemen 50 kg 6.264 Zak 53,000 331,9920.5200 Pasir pasang 0.702 M³ 95,000 66,6900.7800 Split 1/2 1.053 M³ 150,000 157,9500.0800 Ka. Kelompok 0.108 HOK 35,000 3,7800.0250 Ka Tukang 0.034 HOK 35,000 1,1810.2500 Tukang Batu 0.337 HOK 35,000 11,8121.6500 Pekerja Biasa 2.227 HOK 25,000 55,687
Sub Total (10) 629,09311 BT.11 Bekisting Ringbalk 32.000 0.00
0.0450 Papan 2/20 bekisting (sengon) 1.440 M³ 1,500,000 2,160,0000.3000 Paku 9.600 Kg 14,000 134,4000.1000 Minyak Bekisting 3.200 lt 5,000 16,0000.0050 Ka. Kelompok 0.160 HOK 35,000 5,6000.0260 Ka Tukang 0.832 HOK 35,000 29,1200.2600 Tukang Kayu 8.320 HOK 35,000 291,2000.3000 Pekerja Biasa 9.600 HOK 25,000 240,000
Sub Total (11) 2,876,32012 VII.SNI - 5 Beton Ringbalk 15/20 2.400 M³
4.6400 Potland Cemen 50 kg 11.136 Zak 53,000 590,2080.5200 Pasir pasang 1.248 M³ 95,000 118,5600.7800 Split 1/2 1.872 M³ 150,000 280,8000.0800 Ka. Kelompok 0.192 HOK 35,000 6,7200.0250 Ka Tukang 0.060 HOK 35,000 2,1000.2500 Tukang Batu 0.600 HOK 35,000 21,0001.6500 Pekerja Biasa 3.960 HOK 25,000 99,000
Sub Total (12) 1,118,38813 BT.11 Bekisting Tower Air 0.49 M²
0.0400 Papan 2/20 bekisting (sengon) 0.020 M³ 1,500,000 29,4000.4000 Paku 0.196 Kg 14,000 2,7440.2000 Minyak Bekisting 0.098 lt 5,000 4900.0150 Kayu 5/7 Bekisting (sengon) 0.007 M³ 1,500,000 11,0250.3500 Tripleks 4 mm 0.171 lbr 70,000 12,0056.0000 Bambu apus Ø 8 2.940 Btg 5,000 14,7000.0060 Ka. Kelompok 0.003 HOK 35,000 1030.0330 Ka Tukang 0.016 HOK 35,000 5660.3300 Tukang Kayu 0.162 HOK 35,000 5,6590.3200 Pekerja Biasa 0.157 HOK 25,000 3,920
Sub Total (13) 80,612
14 VII.SNI - 5 Beton Tower 0.35 M³
4.6400 Potland Cemen 50 kg 1.634 Zak 53,000 86,6250.5200 Pasir pasang 0.183 M³ 95,000 17,4010.7800 Split 1/2 0.275 M³ 150,000 41,2130.0800 Ka. Kelompok 0.028 HOK 35,000 9860.0250 Ka Tukang 0.009 HOK 35,000 3080.2500 Tukang Batu 0.088 HOK 35,000 3,0821.6500 Pekerja Biasa 0.581 HOK 25,000 14,530
Sub Total (14) 164,147D PEKERJAAN TULANGAN/PEMBESIAN 6,905,046
15 VII.SNI - 25 Pembesian 779.147 Kg1.0500 818.105 Kg 9,000 7,362,9441.0000 Besi Ukuran Ǿ 10 76.129 Btg 60,000 4,567,7401.0000 Besi Ukuran Ǿ 6 80.344 Btg 24,000 1,928,2530.0003 Ka. Kelompok 0.234 HOK 35,000 8,1810.0007 Ka Tukang 0.545 HOK 35,000 19,0890.0070 Tukang Besi 5.454 HOK 35,000 190,8910.0070 Pekerja Biasa 5.454 HOK 35,000 190,891
Sub Total (15) 6,905,046E PEKERJAAN DINDING 1/2 BATA 15,771,373
16 DD.03 Pas. Bata Merah 180.864 M²70.0000 Bata merah 12,660.468 Bh 400 5,064,187
0.1664 Potland Cemen 50 kg 30.096 Zak 53,000 1,595,0740.0490 Pasir pasang 8.862 M³ 95,000 841,9210.0150 Ka. Kelompok 2.713 HOK 35,000 94,9540.0100 Ka Tukang 1.809 HOK 35,000 63,3020.1000 Tukang Batu 18.086 HOK 35,000 633,0230.3200 Pekerja Biasa 57.876 HOK 25,000 1,446,911
Sub Total (14) 9,739,37215 PL.01 Plesteran Dinding 15mm + Aci 350.478 M²
0.0736 Potland Cemen 50 kg 25.795 zak 53,000 1,367,1430.0230 Pasir pasang 8.061 M³ 95,000 765,7940.0100 Ka. Kelompok 3.505 HOK 35,000 122,6670.0150 Ka Tukang 5.257 HOK 35,000 184,0010.1500 Tukang Batu 52.572 HOK 35,000 1,840,0080.2000 Pekerja Biasa 70.096 HOK 25,000 1,752,388
Sub Total (15) 6,032,001F PEKERJAAN KAYU 9,648,904
16SNI 03-3434-2002-3Kusen Kayu 6/15 1.031 M³1.2000 Kayu 6/12 Akasia 1.238 M³ 3,000,000 3,713,0400.3000 Ka. Kelompok 0.309 HOK 35,000 10,8302.0000 Ka Tukang 2.063 HOK 35,000 72,198
18.0000 Tukang Kayu 18.565 HOK 35,000 649,7826.0000 Pekerja Biasa 6.188 HOK 25,000 154,710
Sub Total (16) 4,600,56017SNI 03-3434-2002-30Kuda-Kuda 1.208 M³
1.1000 Kayu 8/12 Akasia 1.328 M³ 3,000,000 3,985,34415.0000 Besi Strip 18.115 Kg 20,000 362,304
0.8000 Paku 0.966 Kg 14,000 13,5260.2000 Ka. Kelompok 0.242 HOK 35,000 8,4541.2000 Ka Tukang 1.449 HOK 35,000 50,723
12.0000 Tukang Kayu 14.492 HOK 35,000 507,2264.0000 Pekerja Biasa 4.831 HOK 25,000 120,768
Sub Total (17) 5,048,344G PEKERJAAN ATAP DAN DAUN 23,641,895
18SNI 03-3434-2002-36Rangka Usuk 5/7 dan Reng 2/3 106.400 M²0.0120 Kayu akasia, 5/7,2/3 1.277 M³ 3,000,000 3,830,4000.1500 Paku 15.960 Kg 14,000 223,4400.0050 Ka. Kelompok 0.532 HOK 35,000 18,6200.0100 Ka Tukang 1.064 HOK 35,000 37,2400.1000 Tukang Kayu 10.640 HOK 35,000 372,4000.1000 Pekerja Biasa 10.640 HOK 25,000 266,000
Sub Total (18) 4,748,100
19SNI 03-3434-2002-53Lisplank 41.200 M0.0088 Kayu Listplank 0.363 M³ 3,000,000 1,087,6800.0600 Paku 2.472 Kg 14,000 34,6080.0500 Ka. Kelompok 2.060 HOK 35,000 72,1000.0100 Ka Tukang 0.412 HOK 35,000 14,4200.1000 Tukang Kayu 4.120 HOK 35,000 144,2000.1000 Pekerja Biasa 4.120 HOK 25,000 103,000
Sub Total (19) 1,456,00820SNI 03-3436-2002-1Tutup Atap (Genteng) 106.400 M²
25.0000 Genteng palentong 2,660.000 Bh 900 2,394,0000.0080 Ka. Kelompok 0.851 HOK 35,000 29,7920.0080 Ka Tukang 0.851 HOK 35,000 29,7920.0750 Tukang Kayu 7.980 HOK 35,000 279,3000.1500 Pekerja Biasa 15.960 HOK 25,000 399,000
Sub Total (20) 3,131,88421SNI 03-3436-2002-4Kerpus/Bubungan 11.800 M
4.0000 Wuwung Palentong 47.200 Bh 1,500 70,8000.1600 Potland Cemen 50 kg 1.888 Zak 53,000 100,0640.0320 Pasir pasang 0.378 M³ 95,000 35,8720.0020 Ka. Kelompok 0.024 HOK 35,000 8260.0200 Ka Tukang 0.236 HOK 35,000 8,2600.2000 Tukang Kayu 2.360 HOK 35,000 82,6000.4000 Pekerja Biasa 4.720 HOK 25,000 118,000
Sub Total (21) 416,42222SNI 03-2639-2002-20bPas. Plafon Triplek + Rangka 106.400 M²
0.0120 Kayu 2/3 Akasia 1.277 M³ 1,500,000 1,915,2000.0600 Paku biasa 6.384 Kg 14,000 89,3760.5116 Triplek (2,4x0,9) 54.437 Lbr 70,000 3,810,6050.0090 Ka. Kelompok 0.958 HOK 35,000 33,5160.0320 Ka Tukang 3.405 HOK 35,000 119,1680.3200 Tukang Kayu 34.048 HOK 35,000 1,191,6800.1800 Pekerja Biasa 19.152 HOK 25,000 478,800
Sub Total (22) 7,638,34523SNI 03-3434-2002-10Daun Pintu, Jendela kaca dan Jalusi 14.016 M²
0.0640 Papan Daun 3/20 Kruing 0.897 M³ 4,500,000 4,036,6080.5000 Ka. Kelompok 7.008 HOK 35,000 245,2800.3000 Ka Tukang 4.205 HOK 35,000 147,1683.0000 Tukang Kayu 42.048 HOK 35,000 1,471,6801.0000 Pekerja Biasa 14.016 HOK 25,000 350,400
Sub Total (23) 6,251,136H PEKERJAAN ASESORIES 1,597,299
24 XII.SNI - 1 Pas. Kunci Tanam 7.000 bh1.0000 Kunci pintu tanam 7.000 bh 100,000 700,0000.0030 Ka. Kelompok 0.021 HOK 35,000 7350.0600 Ka Tukang 0.420 HOK 35,000 14,7000.6000 Tukang Kayu 4.200 HOK 35,000 147,0000.0600 Pekerja Biasa 0.420 HOK 25,000 10,500
Sub Total (24) 872,93525 XII.SNI - 5 Pas. Engsel Pintu 7.000 Ps
1.0000 Engsel pintu 4" 7.000 50,000 350,0000.0008 Ka. Kelompok 0.005 35,000 1840.0150 Ka Tukang 0.105 35,000 3,6750.1500 Tukang Kayu 1.050 35,000 36,7500.0150 Pekerja Biasa 0.105 25,000 2,625
Sub Total (25) 393,23426 XII.SNI - 6 Pas.Engsel Jendela 4.000 Psg
1.0000 Engsel Jendela 4.000 25,000 100,0000.0005 Ka. Kelompok 0.002 35,000 700.0100 Ka Tukang 0.040 35,000 1,4000.1000 Tukang Kayu 0.400 35,000 14,0000.0100 Pekerja Biasa 0.040 25,000 1,000
Sub Total (26) 116,470
27 XII.SNI - 9 Pas. Kait Angin dan Tarikan Jendela 4.000 Psg1.0000 Hak angin 4.000 Psg 15,000 60,0001.0000 Tarikan Jendela 4.000 bh 5,000 20,0000.0008 Ka. Kelompok 0.003 HOK 35,000 1050.0150 Ka Tukang 0.060 HOK 35,000 2,1000.1500 Tukang Kayu 0.600 HOK 35,000 21,0000.0150 Pekerja Biasa 0.060 HOK 25,000 1,500
Sub Total (27) 104,70528 XII.SNI - 17 Pas. Kaca Polos 5 mm 3.902 M²
1.1000 Kaca bening 5 mm 4.293 M² 20,000 85,8530.0008 Ka. Kelompok 0.003 HOK 35,000 1020.0150 Ka Tukang 0.059 HOK 35,000 2,0490.1500 Tukang Kayu 0.585 HOK 35,000 20,4880.0150 Pekerja Biasa 0.059 HOK 25,000 1,463
Sub Total (28) 109,955I PEKERJAAN LANTAI DAN KERAMIK 8,839,265
29 XIII.SNI-47 Lantai Keramik 30x30 78.000 M²1.0000 Keramik 30 x 30 putih 78.000 M² 30,000 2,340,0000.2276 Potland Cemen 50 kg 17.753 Zak 53,000 940,8980.0420 Pasir pasang 3.276 M³ 95,000 311,2201.5000 Semen Warna 117.000 Kg 2,500 292,5000.0300 Ka. Kelompok 2.340 HOK 35,000 81,9000.0350 Ka Tukang 2.730 HOK 35,000 95,5500.3500 Tukang Batu 27.300 HOK 35,000 955,5000.6200 Pekerja Biasa 48.360 HOK 25,000 1,209,000
Sub Total (29) 6,226,56830 XIII.SNI-69 Keramik Lantai KM 20x20 7.000 M²
1.0000 Keramik KM 20x20 7.000 M² 35,000 245,0000.2276 Potland Cemen 50 kg 1.593 Zak 53,000 84,4400.0420 Pasir pasang 0.294 M³ 95,000 27,9301.5000 Semen Warna 10.500 Kg 2,500 26,2500.0300 Ka. Kelompok 0.210 HOK 35,000 7,3500.0350 Ka Tukang 0.245 HOK 35,000 8,5750.3500 Tukang Batu 2.450 HOK 35,000 85,7500.6200 Pekerja Biasa 4.340 HOK 25,000 108,500
Sub Total (30) 593,79531 XIII.SNI-69 Keramik Dinding KM 20x25 23.800 M²
1.0000 Keramik KM 20x25 23.800 M² 35,000 833,0000.2276 Potland Cemen 50 kg 5.417 Zak 53,000 287,0950.0420 Pasir pasang 1.000 M³ 95,000 94,9621.5000 Semen Warna 35.700 Kg 2,500 89,2500.0300 Ka. Kelompok 0.714 HOK 35,000 24,9900.0350 Ka Tukang 0.833 HOK 35,000 29,1550.3500 Tukang Batu 8.330 HOK 35,000 291,5500.6200 Pekerja Biasa 14.756 HOK 25,000 368,900
Sub Total (31) 2,018,902J PEKERJAAN PENGECATAN 4,089,690
32 XIV.SNI - 14 Pengecatan Dinding 350.478 M²0.1000 Plamir 35.048 Kg 10,000 350,4780.1000 Cat Putih Dasar Tembok 35.048 Kg 10,000 350,4780.2600 Cat tembok 91.124 Kg 13,000 1,184,6140.0025 Ka. Kelompok 0.876 Kg 35,000 30,6670.0063 Ka Tukang 2.208 HOK 35,000 77,2800.0630 Tukang Cat 22.080 HOK 35,000 772,8030.0200 Pekerja Biasa 7.010 HOK 25,000 175,239
Sub Total (32) 2,941,55933 Pengecatan Plafond 106.400 M²
0.1000 Plamir 10.640 Kg 10,000 106,4000.1000 Cat Putih Dasar Tembok 10.640 Kg 10,000 106,4000.2600 Cat tembok 27.664 Kg 13,000 359,6320.0025 Ka. Kelompok 0.266 Kg 35,000 9,3100.0063 Ka Tukang 0.670 HOK 35,000 23,4610.0630 Tukang Cat 6.703 HOK 35,000 234,6120.0200 Pekerja Biasa 2.128 HOK 25,000 53,200
Sub Total (33) 893,015
34 SNI - 8 Pengecatan Kusen dan Daun 20.227 M²1 lapis Cat Dasar, 2 lapis Cat Penutup
0.2000 Meni kayu 4.045 Kg 5,000 20,2270.1500 Plamir 3.034 Kg 10,000 30,3410.1700 Cat Putih Dasar Kayu 3.439 Kg 15,000 51,5790.2600 Cat kayu 5.259 Kg 20,000 105,1810.0025 Ka. Kelompok 0.051 HOK 35,000 1,7700.0060 Ka Tukang 0.121 HOK 35,000 4,2480.0090 Tukang Cat 0.182 HOK 35,000 6,3720.0700 Pekerja Biasa 1.416 HOK 25,000 35,398
Sub Total (34) 255,116K INSTALANSI AIR BERSIH 750,045
0.0041 Ka. Kelompok 0.008 HOK 35,000 2870.0135 Ka Tukang 0.027 HOK 35,000 9450.1350 Tukang Batu 0.270 HOK 35,000 9,4500.0810 Pekerja Biasa 0.162 HOK 25,000 4,050
Sub Total (37) 134,98238 X.SNI - 35 Pas. Kran 1/2 " 3.000 bh
1.0000 Kran biasa 3.000 Bh 10,000 30,0000.0250 Sealtape 0.075 Bh 2,500 1880.0050 Ka. Kelompok 0.015 HOK 35,000 5250.0100 Ka Tukang 0.030 HOK 35,000 1,0500.1000 Tukang Batu 0.300 HOK 35,000 10,5000.0100 Pekerja Biasa 0.030 HOK 25,000 750
Sub Total (38) 43,01339 X.SNI - 5 Pas. Wastafel 1.000 unit
1.0000 Wastafel 1.000 Bh 300,000 300,0000.1200 knee 1/2 " 0.120 Bh 36,000 4,3206.0000 Semen Warna 6.000 Kg 2,500 15,0000.0100 Pasir pasang 0.010 HOK 95,000 9500.1000 Ka. Kelompok 0.100 HOK 35,000 3,5000.1500 Ka Tukang 0.150 HOK 35,000 5,2501.4500 Tukang Batu 1.450 HOK 35,000 50,7501.2000 Pekerja Biasa 1.200 HOK 25,000 30,000
Sub Total (39) 409,770
L SUMUR, WC DAN SEPTICKTANK 1,490,00040 Pas.Sumur + Pompa Air
SNI 03-3434-200 1 M' PASANG LISPLANG UKURAN 2 x ( 2 x 20 ) CM, KAYU KRUINGKayu kruing, papan 0.009 m3Paku biasa 2" - 5" 0.060 kgPekerja 0.100 ohTukang kayu 0.100 ohKepala tukang 0.0100 ohMandor 0.0500 oh
SNI 03-2639-200 1 M2 LANGIT-LANGIT ETERNIT POLOS (1,00 X 1,00 )M, RANGKA KAYU TAHUNKayu Tahun, balok 0.012 m3Paku biasa 0.060 kgEternit Polos 1.100 lbrPekerja 0.180 ohTukang kayu 0.320 ohKepala tukang 0.0320 ohMandor 0.0090 oh
SNI 03-3434-200 1 M2 PASANG PINTU DAN JENDELA KACA KAYU KAMPERKayu Kamper, papan 0.035 m3Pekerja 0.800 ohTukang kayu 2.000 ohKepala tukang 0.2000 ohMandor 0.0400 oh
PROGRAM NASIONAL PEMBERDAYAAN MASYARAKAT MANDIRI PERDESAAN (PNPM-MP)RENCANA KEBUTUHAN (BAHAN, ALAT DAN UPAH)
Provinsi : Jawa Tengah No. RAB : 01Kabupaten : Purbalingga Jenis Prasarana : Gedung PKDKecamatan : Karangmoncol Lokasi 0Desa : Tajug Luas : L = 77 m2 (7 x 11 M)
NO URAIANVOLUME
Sat.BIAYA
TOTAL BULAT SWA BLM SWADAYA BLM TOTAL
A BAHAN BANGUNAN Rp1 Kayu 5/7 Bekisting (sengon) 1.08 1.1 1.1 M³ I-a 1,500,000 - 1,650,000 1,650,0002 Papan 2/20 bekisting (sengon 4.60 4.6 4.6 M³ I-a 1,500,000 - 6,900,000 6,900,0003 Paku 60.46 60.5 60.5 Kg I-b 17,500 - 1,058,750 1,058,7504 Pasir Urug 1.67 2.0 2.0 M³ I-a 65,000 - 130,000 130,0005 Batukali 24.49 25.0 25.0 M³ I-a 90,000 - 2,250,000 2,250,0006 Potland Cemen 50 kg 154.89 155.0 155.0 Zak I-b 58,000 - 8,990,000 8,990,0007 Pasir pasang 34.07 35.0 35.0 M³ I-a 96,000 - 3,360,000 3,360,0009 Minyak Bekisting 13.70 14.0 14.0 lt I-b 5,000 - 70,000 70,000
3 Pekerja Biasa 398.61 399.0 399.0 HOK III-a 27,500 - 10,972,500 10,972,500 Sub Total C 0 24,902,500 24,902,500
Total Biaya : 113,147,950
SUMBER DANADari PNPM-MP 110,872,950 Swadaya 2,275,000
Catatan :- Sumbangan lahan tidak dimasukkan RAB tetapi dilaporkan dengan form 6a, 6b dan 6c- Sumbangan dalam bentuk bahan, upah dan alat tulis, di tulis dalam kolom volume dari swadaya- Operasional TPK di laporkan pada form Rekapitulasi
- Kategori Biaya- I.a. Pembelian bahan hasil tenaga manusia- I.b. Pembelian bahan hasil industri
- II.a. Pembelian alat tangan- II.b. Pembelian / penyewaan alat mesin
- III.a.Pembayaran tenaga kerja untuk konstruksi- III.b.Pembayaran tenaga kerja untuk pengumpulan bahan
……………………..., ………………... 20….
Di ketahui Diperiiksa, Di buat oleh,PJOK FT Kec. Ketua TPK
Provinsi : Jawa Tengah Kecamatan : KarangmoncolKabupaten : Purbalingga Desa : Tajug
NO URAIAN
Kegiatan : Gedung PKD Kegiatan :
Jumlah TotalUkuran : L = 77 m2 (7 x 11 M) Ukuran :Jumlah : 1 Unit Jumlah :No. RAB : 01 No. RAB :
PNPM-MP Swadaya Total PNPM-MP Swadaya Total PNPM-MP Swadaya TOTALI. BAHAN 85,079,450 1,950,000 87,029,450 73.07 85,079,450 1,950,000 87,029,450 73.07
I-a. Hasil Tenaga Manusia 48,158,200 1,950,000 50,108,200 48,158,200 1,950,000 50,108,200 I-b. Hasil Industri 36,921,250 - 36,921,250 36,921,250 - 36,921,250
II. PERALATAN 891,000 325,000 1,216,000 1.02 891,000 325,000 1,216,000 1.02 II-a. Tangan Manusia - 325,000 325,000 - 325,000 325,000 II-b. Mesin 475,000 - 475,000 475,000 - 475,000
III. UPAH 24,902,500 - 24,902,500 20.91 24,902,500 - 24,902,500 20.91 III-a. Tenaga Kerja 24,902,500 - 24,902,500 24,902,500 - 24,902,500 III-b. Pengumpulan Bahan - - -
JUMLAH 110,872,950 2,275,000 113,147,950 95.00 110,872,950 2,275,000 113,147,950 95.00 IV. Operasional UPK 2 % 2,334,100 - 2,334,100 2.00 V. Operasional TPK 3 % 3,501,200 - 3,501,200 3.00
JUMLAH TOTAL 116,708,250 2,275,000 118,983,250 100 Jumlah Biaya Upah 24,902,500 - 24,902,500