RENCANA ANGGARAN BIAYA | ||||||
PEKERJAAN : PEMBANGUNAN MASJID "BAITUL MAKMUR" | ||||||
LOKASI : DS DRINGO RT 03/07 RW 02 KEC WONOTUNGGAL - BATANG | ||||||
TAHUN : 2013 | ||||||
NO | JENIS PEKERJAAN | VOLUME | SAT | ANALISA | HARGA SATUAN ( Rp ) | JUMLAH HARGA |
1 | 2 | 3 | 4 | 5 | 6 | 7 |
I. | PEKERJAAN PERSIAPAN | (Rp) | (Rp) | |||
1 | Bongkaran | 1,00 | unit | ls | 900.000,00 | 900.000,00 |
2 | Alat kerja | 1,00 | unit | ls | 600.000,00 | 600.000,00 |
SUB TOTAL I | 1.500.000,00 | |||||
II. | PEKERJAAN TANAH | |||||
1 | Galian pondasi | 58,32 | m3 | TN.1a | 28.682,50 | 1.672.763,40 |
2 | Urugan tanah kembali | 19,44 | m3 | TN.2a | 9.560,83 | 185.862,60 |
3 | Urugan tanah baru | 43,50 | m3 | TN.3a | 69.932,50 | 3.042.063,75 |
4 | Urugan pasir | 8,40 | m3 | TN.6.11 | 106.033,00 | 890.677,20 |
SUB TOTAL II | 5.791.366,95 | |||||
III. | PEKERJAAN PASANGAN DAN PLESTERAN | |||||
1 | Pas. Batu belah1 pc : 6 ps | 31,59 | m3 | PND.2a | 453.684,00 | 14.331.877,56 |
2 | Pas. Aanstamping | 14,58 | m3 | PND.2a | 197.946,00 | 2.886.052,68 |
3 | Pas bata 1,6 | 145,50 | m2 | DN.1a | 73.495,90 | 10.693.653,45 |
4 | Plesteran +aci 1 : 6 tebal 15 mm | 291,00 | m2 | PL.1b | 30.381,12 | 8.840.905,92 |
5 | Pas lantai kramik 60/60 | 154,00 | m2 | LD.6.35 | 112.516,00 | 17.327.464,00 |
SUB TOTAL III | 54.079.953,61 | |||||
IV. | PEKERJAAN BETON BERTULANG | |||||
1 | Fotplat | |||||
a. Beton | 1,20 | m3 | BTN.6d | 747.714,59 | 895.014,37 | |
b. Tulangan Besi | 166,00 | kg | BT.1b | 12.455,13 | 2.067.551,58 | |
2 | Kolom 20/30 +20/20 | |||||
a. Beton | 5,27 | m3 | BTN.6d | 747.714,59 | 3.940.156,82 | |
b. Tulangan Besi | 655,00 | kg | BT.1b | 12.455,13 | 8.158.110,15 | |
3 | Lisplang beton 8/40 | - | ||||
a. Beton | 1,20 | m3 | BTN.6d | 747.714,59 | 895.014,37 | |
b. Tulangan Besi | 132,00 | kg | BT.1b | 12.455,13 | 1.644.077,16 | |
4 | Balok dak 20/40 + 15/25 | - | ||||
a. Beton | 2,40 | m3 | BTN.6d | 747.714,59 | 1.794.515,02 | |
b. Tulangan Besi | 260,00 | kg | BT.1b | 12.455,13 | 3.238.333,80 | |
5 | Sloof utama 15/20, teras 15/15 | - | ||||
a. Beton | 2,43 | m3 | BTN.6d | 747.714,59 | 1.816.946,46 | |
b. Tulangan Besi | 262,85 | kg | BT.1b | 12.455,13 | 3.273.768,64 | |
6 | Balok dak 20/40 + 15/25 | - | ||||
a. Beton | 3,10 | m3 | BTN.6d | 747.714,59 | 2.315.298,24 | |
b. Tulangan Besi | 345,00 | kg | BT.1b | 12.455,13 | 4.297.019,85 | |
7 | Dak 10 cm | - | ||||
a. Beton | 12,50 | m3 | BTN.6d | 747.714,59 | 9.346.432,42 | |
b. Tulangan Besi | 1.258,00 | kg | BT.1b | 12.455,13 | 4.297.019,85 | |
SUB TOTAL IV | 47.979.258,74 | |||||
V. | PEKERJAAN ATAP | |||||
1 | Pasan gording 6/12 kayu punak | 0,46 | m3 | KY.1b | 6.866.882,00 | 3.158.765,72 |
2 | rangka atap 5/7+3/4 ky kampas | 86,40 | m2 | KY6.16 | 109.912,00 | 9.496.396,80 |
3 | Pasang listplank 2/20 kayu bengkirei | 36,00 | m' | KY.3c | 135.576,34 | 4.880.748,24 |
4 | Plafon ky sengon | 178,00 | M2 | KY,6,19 | 78.336,50 | 13.943.897,00 |
5 | Pas Kalsiboard, | 178,00 | M2 | LL.1 a | 23.241,05 | 4.136.906,90 |
SUB TOTAL V | 35.616.714,66 | |||||
VI. | PEKERJAAN PENUTUP ATAP | |||||
1 | Pas Genteng Glasur | 86,40 | m2 | PA. 1 a | 54.255,30 | 4.687.657,92 |
2 | Pas Bubungan | 17,00 | m2 | PA. 6 a | 59.230,60 | 1.006.920,20 |
SUB TOTAL VI | 5.694.578,12 | |||||
VII. | PEK. KUSEN PINTU DAN JENDELA, | |||||
1 | Pasang kusen kayu bengkirei, | 1,10 | m3 | KY.6.2 | 12.964.092,50 | 14.199.726,08 |
2 | Pasang daun pintu panil kayu bengkirei, | 14,45 | m2 | KY.65 | 656.654,50 | 9.488.657,53 |
3 | Tralis | 231,00 | kg | tksr | 18.000,00 | 4.158.000,00 |
SUB TOTAL VII | 27.846.383,61 | |||||
VIII. | PEKERJAAN PENGUNCI DAN KACA 2 RK | |||||
1 | Kunci tanam 2 slag | 5,00 | bh | KK.1 | 112.087,50 | 560.437,50 |
2 | Engsel pintu | 24,00 | bh | KK.2a | 30.547,73 | 733.145,40 |
3 | Grendel pintu tanam | 3,00 | ps | taksir | 50.000,00 | 150.000,00 |
4 | Pasang kaca tebal 5 mm | 7,71 | m2 | KK.4f | 85.348,73 | 657.765,55 |
SUB TOTAL VIII | 2.101.348,45 | |||||
IX. | PEKERJAAN PENGECATAN ( TOTAL ) | |||||
1 | Cat tembok baru | 291,00 | m2 | CT.3c | 12.316,64 | 3.584.142,24 |
2 | Cat kayu baru | 59,65 | m2 | CT.2d | 33.688,95 | 2.009.545,87 |
3 | Kompon + cat Plafon, | 178,00 | m2 | CT.3c | 9.284,41 | 1.652.624,98 |
4 | Pas dinding kramik | 36,00 | m2 | tksr | 86.000,00 | 3.096.000,00 |
5 | Pas Ornamen Gipsum | 24,00 | m2 | tksr | 31.000,00 | 744.000,00 |
6 | Profil beton | 185,00 | m' | tksr | 20.000,00 | 3.700.000,00 |
7 | Kubah Steinless 2,5 m | 750.000,00 | ||||
SUB TOTAL IX | 15.536.313,09 | |||||
IX. | PEKERJAAN ME | |||||
1 | Titik lampu kabel NYM,2x 1,5mm + SL 18 watt | 7,00 | ttk | taksir | 90.000,00 | 630.000,00 |
2 | Stopkontak | 3,00 | ttk | taksir | 80.000,00 | 240.000,00 |
3 | Sound sistem | 1,00 | unit | taksir | 3.500.000,00 | |
SUB TOTAL IX | 4.370.000,00 | |||||
TOTAL | 200.515.917,23 | |||||
DIBULATKAN | 200.515.000,00 |
Sabtu, 12 Oktober 2013
RENCANA ANGGARAN BIAYA
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