RENCANA ANGGARAN BIAYA (RAB) | |||||||
KEGIATAN | : REHABILITASI GEDUNG SEKOLAH | ||||||
PEKERJAAN | : PEMBANGUNAN RUANG KELAS | ||||||
LOKASI | : SD NEGERI 1 BAJO, DESA BAJO, KEC. KEDUNGTUBAN | ||||||
SUMBER DANA | : APBN PUSAT | ||||||
NO. | URAIAN PEKERJAAN | VOLUME PEKERJAAN | KODE ANALISA | HARGA SATUAN (Rp). | JUMLAH HARGA (Rp). | ||
ANGKA | SAT. | ||||||
1 | 2 | 3 | 4 | 5 | 6 | 7 | |
I | PEKERJAAN PERSIAPAN | ||||||
1 | Pasang papan nama proyek. | 1,000 | Bh. | ~ | 125.000,00 | 125.000,00 | |
2 | Pekerjaan bongkaran | 1,000 | Ls. | ~ | 1.500.000,00 | 1.500.000,00 | |
2 | Pembersihan lokasi | 1,000 | Ls. | ~ | 575.000,00 | 575.000,00 | |
3 | Pengukuran & bouwplank | 1,000 | Ls. | ~ | 350.000,00 | 350.000,00 | |
Sub Total (I) | 2.550.000,00 | ||||||
II | PEKERJAAN TANAH | ||||||
1 | Galian tanah pondasi | 36,522 | m3 | RSNI B.6.1 | 26.250,00 | 958.702,50 | |
2 | Urugan tanah kembali | 9,131 | m3 | RSNI B.6.9 | 8.750,00 | 79.891,88 | |
3 | Urugan tanah di bawah lantai | 19,500 | m3 | RSNI B.6.15 | 119.150,00 | 2.323.425,00 | |
4 | Urugan pasir di bawah lantai | 6,750 | m3 | RSNI B.6.11 | 104.750,00 | 707.062,50 | |
Sub Total (II) | 4.069.081,88 | ||||||
III | PEKERJAAN PONDASI | ||||||
1 | Urugan pasir di bawah pondasi | 3,820 | m3 | RSNI B.6.11 | 104.750,00 | 400.145,00 | |
2 | Pasang batu kosongan | 7,640 | m3 | RSNI C.6.9 | 290.034,00 | 2.215.859,76 | |
3 | Pasangan batu belah 1 : 3 : 10 | 16,943 | m3 | RSNI C.6.7 | 453.324,00 | 7.680.441,87 | |
Sub Total (III) | 10.296.446,63 | ||||||
IV | PEKERJAAN BETON | ||||||
1 | Beton sloof 15/25 | 1,613 | m3 | RSNI G.6.5 | 678.160,50 | 1.093.533,81 | |
2 | Beton sloof 15/20 | 0,465 | m3 | RSNI G.6.5 | 678.160,50 | 315.344,63 | |
3 | Beton kolom 15/15 | 1,197 | m3 | RSNI G.6.5 | 678.160,50 | 811.758,12 | |
4 | Beton kolom 20/20 | 0,368 | m3 | RSNI G.6.5 | 678.160,50 | 249.563,06 | |
5 | Beton sabukan 15/15 | 0,653 | m3 | RSNI G.6.5 | 678.160,50 | 442.499,73 | |
6 | Beton ringbalk 15/15 | 0,653 | m3 | RSNI G.6.5 | 678.160,50 | 442.499,73 | |
7 | Beton balok late 15/20 | 0,291 | m3 | RSNI G.6.5 | 678.160,50 | 197.344,71 | |
8 | Beton balok konsol 15/15 | 0,336 | m3 | RSNI G.6.5 | 678.160,50 | 227.861,93 | |
Sub Total (IV) | 3.780.405,71 | ||||||
V | PEKERJAAN PEMBESIAN | ||||||
1 | Pembesian sloof 15/25 | 161,250 | Kg. | RSNI G.6.17 | 11.783,70 | 1.900.121,63 | |
2 | Pembesian sloof 15/20 | 46,500 | Kg. | RSNI G.6.17 | 11.783,70 | 547.942,05 | |
3 | Pembesian kolom 15/15 | 119,700 | Kg. | RSNI G.6.17 | 11.783,70 | 1.410.508,89 | |
4 | Pembesian kolom 20/20 | 36,800 | Kg. | RSNI G.6.17 | 11.783,70 | 433.640,16 | |
5 | Pembesian sabukan 15/15 | 65,250 | Kg. | RSNI G.6.17 | 11.783,70 | 768.886,43 | |
6 | Pembesian ringbalk 15/15 | 65,250 | Kg. | RSNI G.6.17 | 11.783,70 | 768.886,43 | |
7 | Pembesian balok late 15/20 | 29,100 | Kg. | RSNI G.6.17 | 11.783,70 | 342.905,67 | |
8 | Pembesian balok konsol 15/15 | 33,600 | Kg. | RSNI G.6.17 | 11.783,70 | 395.932,32 | |
Sub Total (V) | 6.568.823,57 | ||||||
VI | PEKERJAAN BEGESTING | ||||||
1 | Begesting sloof 15/25 | 21,500 | m2 | RSNI G.6.21 | 46.997,25 | 1.010.440,88 | |
2 | Begesting sloof 15/20 | 4,600 | m2 | RSNI G.6.21 | 46.997,25 | 216.187,35 | |
3 | Begesting kolom 15/15 | 12,120 | m2 | RSNI G.6.22 | 98.615,50 | 1.195.219,86 | |
4 | Begesting kolom 20/20 | 7,360 | m2 | RSNI G.6.22 | 98.615,50 | 725.810,08 | |
5 | Begesting sabukan 15/15 | 8,700 | m2 | RSNI G.6.21 | 46.997,25 | 408.876,08 | |
6 | Begesting ringbalk 15/15 | 8,700 | m2 | RSNI G.6.21 | 46.997,25 | 408.876,08 | |
7 | Begesting balok late 15/20 | 4,500 | m2 | RSNI G.6.23 | 99.766,00 | 448.947,00 | |
8 | Begesting balok konsol 15/15 | 17,091 | m2 | RSNI G.6.23 | 99.766,00 | 1.705.100,71 | |
Sub Total (VI) | 6.119.458,02 | ||||||
1 | 2 | 3 | 4 | 5 | 6 | 7 | |
VII | PEKERJAAN PASANGAN DAN PLESTERAN | ||||||
1 | Pasangan batu bata 1 : 3 : 10 | 101,486 | m2 | RSNI D.6.13 | 61.290,00 | 6.220.076,94 | |
2 | Plesteran tembok 1 : 3 | 16,788 | m2 | RSNI E.6.3 | 25.429,50 | 426.910,45 | |
3 | Plesteran tembok 1 : 3 : 10 | 186,184 | m2 | SNI E.6.9 | 19.215,60 | 3.577.637,27 | |
4 | Plesteran beraben pondasi 1 : 3 | 8,160 | m2 | RSNI E.6.3 | 25.429,50 | 207.504,72 | |
5 | Plesteran beton 1 : 3 | 35,710 | m2 | RSNI E.6.3 | 25.429,50 | 908.087,45 | |
6 | Pengacian tembok | 140,226 | m2 | RSNI E.6.27 | 13.615,00 | 1.909.172,57 | |
Sub Total (VII) | 13.249.389,39 | ||||||
VIII | PEKERJAAN KAYU DAN RANGKA ATAP | ||||||
1 | Pekerjaan kosen pintu/jendela | 0,530 | m3 | RSNI F.6.1a | 5.530.750,00 | 2.931.297,50 | |
2 | Pekerjaan jalusi kosen/boven | 4,904 | m2 | RSNI F.6.20c | 308.550,00 | 1.513.129,20 | |
3 | Pekerjaan daun pintu panil | 1,849 | m2 | RSNI F.6.5a | 304.000,00 | 562.156,80 | |
4 | Pekerjaan daun jendela kaca 5 mm | 5,090 | m2 | RSNI F.6.6c | 239.450,00 | 1.218.800,50 | |
5 | Pekerjaan rangka kuda2 kayu | 0,550 | m3 | RSNI F.6.13 | 4.893.800,00 | 2.691.590,00 | |
6 | Pekerjaan rangka atap | 0,615 | m3 | RSNI F.6.15a | 4.689.020,00 | 2.883.184,62 | |
7 | Pasang usuk dan reng | 123,070 | m2 | RSNI F.6.31c | 41.010,00 | 5.047.100,70 | |
8 | Pasang papan bubungan | 9,150 | m' | 0 | 41.895,00 | 383.339,25 | |
9 | Pasang lisplank | 45,200 | m' | RSNI F.6.22c | 56.670,00 | 2.561.484,00 | |
Sub Total (VIII) | 19.792.082,57 | ||||||
IX | PEKERJAAN PENUTUP ATAP | ||||||
1 | Pasang genteng plentong kecil | 123,070 | m2 | RSNI H.6.1 | 16.268,00 | 2.002.102,76 | |
2 | Pasang genteng bubungan | 9,150 | m' | RSNI H.6.4 | 51.024,00 | 466.869,60 | |
Sub Total (IX) | 2.468.972,36 | ||||||
X | PEKERJAAN KACA, PENGGANTUNG DAN PENGUNCI | ||||||
1 | Pasang kaca bening 5 mm | 6,231 | m2 | SNI L.6.17 | 101.015,00 | 629.424,47 | |
2 | Pasang engsel pintu | 3,000 | Bh. | SNI L.6.5 | 37.515,00 | 112.545,00 | |
3 | Pasang engsel jendela | 10,000 | Bh. | SNI L.6.6 | 25.010,00 | 250.100,00 | |
4 | Pasang kunci pintu | 1,000 | Bh. | SNI L.6.2 | 96.810,00 | 96.810,00 | |
5 | Pasang kait angin | 20,000 | Bh. | SNI L.6.9 | 15.015,00 | 300.300,00 | |
6 | Pasang gerendel jendela | 10,000 | Bh. | ~ | 12.500,00 | 125.000,00 | |
Sub Total (X) | 1.514.179,47 | ||||||
XI | PEKERJAAN PENGECATAN | ||||||
1 | Pengecatan kayu | 7,011 | m2 | SNI N.6.8 | 29.341,50 | 205.721,58 | |
2 | Pengecatan tembok | 140,226 | m2 | SNI N.6.14 | 11.095,80 | 1.555.916,04 | |
Sub Total (XI) | 1.761.637,63 | ||||||
XII | PEKERJAAN LAIN - LAIN | ||||||
1 | Biaya perencanaan & pengawasan | 1,000 | Ls. | ~ | 6.400.000,00 | 6.400.000,00 | |
2 | Administrasi & dokumentasi | 1,000 | Ls. | ~ | 1.500.000,00 | 1.500.000,00 | |
Sub Total (XII) | 7.900.000,00 | ||||||
JUMLAH (I+II+II+IV+V+VI+VII+VIII+IX+X+XI+XII) | 80.070.477,20 | ||||||
DIBULATKAN | 80.070.000,00 | ||||||
Terbilang : Delapan puluh jutatujuh puluh ribu rupiah | |||||||
Blora, 26 April 2012 | |||||||
Tim Perencana dan Pengawas | Ketua Komite | ||||||
KASRIN, S.Pd. | AGUS SUPRIYANTO | ||||||
Mengetahui | |||||||
Kepala Sekolah | |||||||
SAKUR,S.Pd. M.Pd. | |||||||
NIP. 19611214 198201 1 004 |
Minggu, 06 Mei 2012
RAB SDN 1 BAJO
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