RENCANA ANGGARAN BIAYA |
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KEGIATAN | : IMBAL SWADAYA RKB SMK | | | |
PEKERJAAN | : REHABILITASI RUANG KELAS | | |
LOKASI | : SMK NEGERI 1 SAWAHLUNTO, KEC. TALAWI, KOTA SAWAHLUNTO |
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NO. | URAIAN PEKERJAAN | SAT. | VOLUME | HARGA SAT. | JUMLAH ( Rp.) |
1 | 2 | 3 | 4 | 5 | 6 |
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| I. PEKERJAAN PERMULAAN | | | | | | |
1 | Menurunkan Atap seng | | Ls | | Rp 250,000.00 | Rp 250,000.00 |
2 | Bongkar Rangka Atap | | Ls | | Rp 500,000.00 | Rp 500,000.00 |
3 | Bongkar kuda-kuda | | | Ls | | Rp 500,000.00 | Rp 500,000.00 |
4 | Bongkar plafond | | | Ls | | Rp 500,000.00 | Rp 500,000.00 |
5 | Membongkar lantai | | | m2 | | Rp 8,287.50 | |
| | | | | | | | Rp 1,750,000.00 |
| II. PEKERJAAN GALIAN DAN TIMBUNAN | | | | | |
1 | Pembuangan humus tanah | | m3 | | | | |
2 | Galian tanah biasa | | | m3 | | Rp 23,437.50 | | |
3 | Galian tanah keras | | | m3 | | Rp 31,875.00 | | |
4 | Galian tanah berbatu | | | m3 | | | | |
5 | Galian tanah berlumpur | | m3 | | | | |
6 | Tanah diangakat jarak 30 m` | | m3 | | Rp 10,275.00 | | |
7 | Urugan tanah | | | m3 | | Rp 67,875.00 | | |
8 | Urugan tanah bekas galian | | m3 | | Rp 7,875.00 | | |
9 | Urugan pasir | | | m3 | | Rp 75,375.00 | | |
10 | Stabilisasi tanah dengan kerikil timbun | m3 | | Rp 81,375.00 | | |
11 | Timbunan tanah dengan sirtu | m3 | | Rp 75,375.00 | | |
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| III. PEKERJAAN PASANG BATU KALI | | | | | |
1 | Aans tampang batukali | | m3 | | Rp 141,312.50 | |
2 | Spesi adukan 1 : 1 | | | m3 | | Rp 701,750.00 | | |
3 | Spesi adukan 1 : 2 | | | m3 | | Rp 502,375.00 | | |
4 | Spesi adukan 1 : 3 | | | m3 | | Rp 407,700.00 | | |
5 | Spesi adukan 1 : 4 | | | m3 | | Rp 347,237.50 | | |
6 | Pas.Batu kosong disiar spesi 1:2 t=25 cm | m2 | | Rp 43,315.00 | | |
7 | Pas. Batu turap t = 23 cm | | m2 | | Rp 53,500.00 | | |
8 | Pas. Batu bronjong kawat dia. 4 mm | m3 | | Rp 329,666.67 | | |
9 | Upah pasangan batu kali | | m3 | | Rp 160,800.00 | | |
10 | Pasangan batu kali 1 : 3 | | m3 | | Rp 416,227.50 | | |
11 | Pasangan batu kali 1 : 4 | | m3 | | Rp 388,867.50 | |
12 | Pasangan batu kali 1 : 5 | | m3 | | Rp 359,910.00 | | |
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| IV. PEKERJAAN BETON | | | | | | |
1 | Stamp beton 1 : 2 : 3 | | | m3 | | Rp 573,650.00 | | |
2 | Stamp beton 1 : 1,5 : 2,5 | | m3 | | Rp 639,225.00 | |
3 | Stamp beton 1 : 3 : 5 | | m3 | | Rp 487,750.00 | |
4 | Stamp beton ! : 3 : 6 | | | m3 | | Rp 468,550.00 | | |
5 | Cetakan beton | | | m2 | | Rp 51,083.33 | | |
6 | Pembesian ( Rangka Beton ) | | m3 | | Rp 20,887.50 | | |
7 | Beton bertulang 1 : 2 : 3 | | m3 | | Rp 3,173,233.33 | |
8 | Beton bertulang 1 : 2 : 3(Plat Pondasi) | m3 | | Rp 4,013,275.00 | | |
9 | Beton bertlg 1:2:3 Sloof,Kolom,balok Praktis | m3 | | Rp 3,799,858.33 | | |
10 | Beton bertulang 1 : 2 : 3 Sloof | | m3 | | Rp 3,799,858.33 | |
11 | Beton bertulang 1 : 2 : 3 kolom | | m3 | | Rp 4,426,483.33 | |
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NO. | URAIAN PEKERJAAN | SAT. | VOLUME | HARGA SATUAN | JUMLAH ( Rp.) |
1 | 2 | 3 | 4 | 5 | 6 |
12 | Beton bertulang 1 : 2 : 3 balok | | m3 | | Rp 4,426,483.33 | |
13 | Beton bertulang 1 : 2 : 3 plat lantai | m3 | | Rp 3,780,983.33 | | |
14 | Beton bertulang 1 : 1,5 : 2,5 Plat/Balok level | m3 | | Rp 4,283,183.33 | | |
15 | Beton tak bertulang 1 : 2 : 3 | | m3 | | Rp 698,975.00 | | |
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| V. PEKERJAAN PONDASI SUMURAN | | | | | |
1 | Membuat 1 bh cincin sumuran dia. 1,0 m | bh | | Rp 513,167.08 | | |
2 | Membuat 1 bh cincin sumuran dia. 1,2 m | bh | | Rp 661,602.08 | | |
3 | Menurunkan cincin sumuran 1,0 m pertama | bh | | Rp 48,875.00 | | |
4 | Menurunkan cincin sumuran 1,0 m kedua | bh | | Rp 73,312.50 | | |
5 | Menurunkan cincin sumuran 1,0 m ketiga | bh | | Rp 97,750.00 | | |
6 | Campuran batu kali dgn stamp beton 1:3:5 | m3 | | Rp 166,837.50 | | |
7 | Cyclopen 1:3:5 + 40% campuran batu kali | m3 | | Rp 193,185.00 | | |
8 | Campuran 1 : 2 : 3 spiral | | m3 | | Rp 1,409,150.00 | | |
9 | Pondasi sumuran dia.1,0 m dalam 1,0 m` | titik | | Rp 713,692.31 | | |
10 | Pondasi sumuran dia.1,0 m dalam 2,0 m` | titik | | Rp 1,300,171.89 | | |
11 | Pondasi sumuran dia.1,0 m dalam 3,0 m` | titik | | Rp 2,214,389.43 | | |
12 | Pondasi sumuran dia.1,2 m dalam 1,0 m` | titik | | Rp 1,002,088.63 | | |
13 | Pondasi sumuran dia.1,2 m dalam 2,0 m` | titik | | Rp 1,979,739.77 | | |
14 | Pondasi sumuran dia.1,2 m dalam 3,0 m` | titik | | Rp 2,969,609.65 | | |
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| VI. PEKERJAAN DINDING | | | | | | |
1 | Upah pasang batu bata | | m3 | | Rp 201,937.50 | | |
2 | Pasangan batu bata 1 : 2 | | m3 | | Rp 552,970.00 | | |
3 | Pasangan batu bata 1 : 3 | | m2 | | Rp - | | |
4 | Pasangan batu bata 1 : 4 | | m2 | | Rp 498,315.00 | |
5 | Pasangan batu bata 1 : 5 | | m3 | | | | |
6 | Pasangan hollow brick | | m3 | | Rp 392,734.00 | |
7 | Pasangan dinding keramik | | m2 | | | | |
8 | Dinding papan susun sirih t = 2 cm | m2 | | Rp 114,083.33 | | |
9 | Dinding papan t = 2 cm | | m2 | | Rp 61,761.11 | | |
10 | Dinding papan susun sirih t = 3 cm | m2 | | Rp 166,925.00 | | |
11 | Dinding papan t = 3 cm | | m2 | | Rp 202,242.50 | | |
12 | Upaah plesteran t = 10 mm | | m2 | | Rp 18,600.00 | | |
13 | Upah plesteran t = 15 mm | | m2 | | Rp 20,550.00 | | |
14 | Plesteran 1 : 2 t = 10 mm | | m2 | | Rp 24,703.50 | | |
15 | Plesteran 1 : 3 t = 15 mm | | m2 | | Rp 27,931.00 | | |
16 | Plesteran 1 : 3 t = 10 mm | | m2 | | Rp 23,495.00 | | |
17 | Plesteran 1 : 4 t = 15 mm | | m2 | | Rp 26,791.00 | | |
18 | Plesteran 1 : 4 t = 10 mm | | m2 | | Rp 22,760.67 | |
19 | Plesteran 1 : 4 setelah plesteran lama dikerok | m2 | | Rp 35,114.25 | | |
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| VII. PEK. KUSEN, PINTU, DAN JENDELA | | | | | |
1 | Pekerjaan kusen sederhana | | m3 | | Rp 3,096,562.50 | |
2 | Pekerjaan kayu kusen | | m3 | | Rp 3,171,000.00 | | |
3 | Pas. pintu dan jendela panel | | m2 | | Rp 358,840.63 | |
4 | Pas. Pintu teak wood double | | m2 | | Rp 299,243.75 | | |
5 | Pas. Pintu triplek biasa double | | m2 | | Rp 272,138.75 | | |
6 | Pas. Pintu WC seng dan triplek | | m2 | | Rp 269,011.25 | | |
7 | Pas. Pintu WC Double triplek dilapisi seng | m2 | | Rp 301,328.75 | | |
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NO. | URAIAN PEKERJAAN | SAT. | VOLUME | HARGA SATUAN | JUMLAH ( Rp.) |
1 | 2 | 3 | 4 | 5 | 6 |
8 | Pas. pintu / jendela klam | | m2 | | Rp 182,225.00 | | |
9 | Pas. Pintu/ jendela jalusi | | m2 | | Rp 364,550.00 | | |
10 | Pas. pintu / jendela kaca t = 3 mm | m2 | | Rp 211,875.00 | |
11 | Pas. Kaca tetap t = 3 mm | | m2 | | Rp 79,275.00 | | |
12 | Pas. Kaca tetap t = 5 mm | | m2 | | Rp 90,275.00 | | |
13 | Pas. Ventilasi kayu | | | m2 | | Rp 246,275.00 | | |
14 | Pas. Jendela nako komplit (hitam) | daun | | | | |
15 | Pas. Jendela Nako Komplit (putih) | daun | | | | |
16 | Pas. Kunci tanam 2 x slaag (SES) | bh | | | | |
17 | Pas. Kunci tanam 2 x slaag (Kuningan antik) | bh | | | | |
18 | Pas. Kunci tanam 2 x slaag (Biasa) | bh | | | | |
19 | Pas. Engsel pintu nilon/antik | | bh | | | | |
20 | Pas. Engsel pintu biasa | | bh | | | | |
21 | Pas. Engsel jendela nilon/antik | | bh | | | | |
22 | Pas. Engsel jendela biasa | | bh | | | | |
23 | Pas. Hak tangan antik | | bh | | | | |
24 | Pas. Hak tangan biasa | | bh | | | | |
25 | Pas. Hak angin antik | | | psg | | | | |
26 | Pas. Hak angin biasa | | psg | | | | |
27 | Pas. Grendel pintu antik | bh | | | | |
28 | Pas. Grendel pintu biasa | bh | | | | |
29 | Pas. Grendel jendela antik | bh | | | | |
30 | Pas. Grendel jendela biasa | bh | | | | |
31 | Pas. Kunci gembok + plank besi komplit | unit | | | | |
32 | Pas. Instalasi listrik komplit | | titik | | | | |
33 | Pas. Stop kontak | | | titik | | | | |
34 | Pas. Sekering kast 1 group | | set | | | | |
35 | Pas. Sekering kast 2 group | | set | | | | |
36 | Pas. Lampu pijar biasa | | bh | | | | |
37 | Pas. Lampu TL 40 watt | | bh | | | | |
38 | Pas. Lampu TL 20 watt | | bh | | | | |
39 | Pas. Lampu TL 2 x 40 waat | | bh | | | | |
40 | Pas. Lampu TL 2 x 20 watt | | bh | | | | |
41 | Pas. Tiang listirk Mak. 50 m` | | bh | | | | |
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| VII. PEKERJAAN KAP / ATAP | | | | | | |
1 | Kuda-kuda bentang mak. 7.0 m` | | m3 | | Rp 2,433,250.00 | | |
2 | Kuda-kuda bentang lebih 7.0 m` | | m3 | 4.00 | Rp 2,879,875.00 | Rp 11,519,500.00 |
3 | Kuda-kuda Dak werk | | | m3 | | Rp 3,103,187.50 | | |
4 | Rangka atap genteng metal | | m2 | | Rp 32,967.50 | |
5 | Rangka Atap seng | | | m2 | | Rp 21,031.25 | | |
6 | Lesplang papan | | | m2 | 40.2 | Rp 58,550.00 | Rp 2,353,710.00 |
7 | Lesplang superdeks | | | m2 | | Rp 26,487.50 | | |
8 | Atap seng BJLS 20.K | | m2 | | Rp 48,922.50 | | |
9 | Atap seng metal warna | | m2 | | Rp 88,537.50 | |
10 | Perabung seng BJLS 20.K | | m` | | Rp 8,315.00 | | |
11 | Atap seng BJLS 30.K | | m2 | 568.95 | Rp 53,087.50 | Rp 30,204,133.13 |
12 | Perabung seng BJLS 30.K | | m` | 61.00 | Rp 88,150.00 | Rp 5,377,150.00 |
13 | Kiel got seng BJLS 30.K | | m` | | Rp 50,937.50 | | |
14 | Afvoerpypen seng BJLS 30.K | | m` | | Rp 50,937.50 | | |
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NO. | URAIAN PEKERJAAN | SAT. | VOLUME | HARGA SATUAN | JUMLAH ( Rp. ) | |
1 | 2 | 3 | 4 | 5 | 6 |
15 | Dahgot seng BJLS 30.K | | m` | | Rp 72,562.50 | | |
16 | Afvoerpypen Pipa PVC Dia. 3`` | | m` | | Rp 120,937.50 | | |
| | | | | | | | Rp 49,454,493.13 |
| VIII. PEKERJAAN PLAFOND | | | | | | |
1 | Balok plafond | | | m2 | | Rp 2,374,375.00 | |
2 | Pas. Plafond eternit | | | m2 | | Rp 11,087.50 | | |
3 | Pas. Les eternit | | | m2 | | Rp 71,300.00 | | |
4 | Pas. Plafond triplek 3 mm | | m2 | 360.00 | Rp 59,687.50 | Rp 21,487,500.00 |
5 | Plafond kisi-kisi dari papan les | | m2 | | Rp 53,600.00 | | |
6 | Pas. Les pinggir plafond | | m` | | Rp 5,516.67 | | |
| | | | | | | | Rp 21,487,500.00 |
| X. PEKERJAAN LANTAI | | | | | | |
1 | Lantai beton 1 : 3 : 5 t = 7 cm | | m2 | | Rp 46,229.10 | | |
2 | Lantai beton 1 : 3 : 5 t = 10 cm | m2 | | Rp 68,766.60 | | |
3 | Lantai beton 1 : 3 : 6 t = 7 cm | | m2 | | Rp 49,275.00 | | |
4 | Lantai ubin PC biasa | | | m2 | | Rp 48,137.83 | | |
5 | Pas. Lantai keramik+lantai beton t = 7 cm | m2 | | Rp 187,282.23 | | |
6 | Pas. Lantai keramik | | | m2 | | Rp 141,053.13 | |
7 | Pas. Ubin teraso | | | m2 | | Rp 60,134.78 | | |
8 | Pas.paving block | | | m2 | | Rp 23,886.50 | | |
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| XI. PEKERJAAN CAT/KAPURAN | | | | | |
1 | Memenie 1 x jalan | | | m2 | | Rp 4,518.75 | | |
2 | memenie atap seng 2 x jalan | | m2 | | Rp 9,037.50 | | |
3 | Cat minyak 2x jln pd bid. Yg pernah dicat | m2 | | Rp 17,487.50 | | |
4 | Mendompol/plamir | m2 | | Rp 8,480.00 | | |
5 | 1 x cat dasar, 2 x cat minyak + dompol/plam. | m2 | | Rp 337,687.50 | | |
6 | Mengapur dengan kapur sirih | m2 | | Rp 2,596.00 | | |
7 | Mencat 2 x jalan dengan vernis | m2 | | Rp 4,518.75 | | |
8 | Mencat dengan cat tembok | | m2 | | Rp 24,500.75 | |
9 | Cat tembok pada bidang yg pernah dicat | m2 | | Rp 13,985.75 | | |
10 | Residu kayu | | | m2 | | Rp 4,698.75 | | |
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| XII. PEKERJAAN SEPTICTANK | | | | | | |
1 | Septictank kapasitas 15 orang kompleks | bh | | Rp 5,357,234.76 | | |
2 | septictank kapasitas 25 orang kompleks | bh | | Rp 6,146,613.00 | | |
3 | septictank kapasitas 50 orang kompleks | bh | | Rp 7,023,395.96 | | |
4 | Pas. Baru pagar BRC tinggi 0,9 m | m` | | Rp 397,764.99 | | |
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| XIII. PEKERJAAN BONGKARAN | | | | | |
1 | Membongkar dinding tembok | | m2 | | Rp 2,125.00 | | |
2 | Membongkar lantai beton/bata | | m2 | | Rp 8,287.50 | | |
3 | Menurunkan atap genteng | | m2 | | Rp 8,287.50 | | |
4 | Menurunkan atap seng | | m2 | | Rp 6,337.50 | | |
5 | Menurunkan rangka atap | | m2 | | Rp 7,686.25 | | |
6 | Membongkar plafond papan | | m2 | | Rp 37,849.50 | | |
7 | Membongk.blk plafond/kuda2 bhn pakai lagi | m3 | | Rp 461,370.00 | | |
8 | Membongk.blk plafond/kuda2 bhn tdk dipakai | m3 | | Rp 165,750.00 | | |
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REKAPITULASI |
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I | PEKERJAAN PERMULAAN | | | | Rp 1,750,000.00 |
II | PEKERJAAN GALIAN DAN TIMBUNAN | | | |
III | PEKERJAAN PASANG BATU KALI | | | |
IV | PEKERJAAN BETON | | | | Rp - |
V | PEKERJAAN PONDASI SUMURAN | | | |
VI | PEKERJAAN DINDING | | | | Rp - |
VII | PEKERJAAN KUSEN PINTU DAN JENDELA | | Rp - |
VIII | PEKERJAAN KAP/ATAP | | | | Rp 49,454,493.13 |
IX | PEKERJAAN PLAFOND | | | | Rp 21,487,500.00 |
X | PEKERJAAN LANTAI | | | | Rp - |
XI | PEKERJAAN CAT/KAPURAN | | | | Rp - |
XII | PEKERJAAN SEPTICTANK | | | | |
XIII | PEKERJAAN BONGKARAN | | | | |
| | | Total rehabilitasi | | | Rp 72,691,993.13 |
| | | Tim Perencana dan Pengawas | |
| | | Tim Pelaksana Pembangunan | Rp 1,453,839.86 |
| | | Jumlah | | | | Rp 74,145,832.99 |
| | | Dibulatkan | | | Rp 74,146,000.00 |
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| TERBILANG : TUJUH PULUH EMPAT JUTA SERATUS EMPAT PULUH ENAM RIBU RUPIAH | |
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| Catatan : | | | | | | | | |
| * Kayu kuda-kuda dan | | | | | | |
| rangka atap 50 % masih dapat dipakai | | | | | |
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| | | | | | | Sawahlunto, 23 Maret 2007 | |
| | | | | | | Dihitung oleh : | | |
| | | | | | | a/n Team pelaksana dan pengawas | |
| | | | | | | SMK Negeri 2 Sawahlunto | |
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| | | | | | | JOKO SURYANTO S.Pd. | |
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