NO. | URAIAN PEKERJAAN | VOLUME | SATUAN | ANALISA | HARGA SATUAN | JUMLAH HARGA |
(Rp.) | (Rp.) | |||||
1 | 2 | 3 | 4 | 5 | 6 | 7 |
I | PEKERJAAN PERSIAPAN | |||||
1 | Pembersihan Lapangan | 384.000 | m2 | SNI-03-2835-2002 | 9,500.00 | 3,648,000.00 |
2 | Pemasangan Bouwplank | 86.000 | m' | SNI-T-01-B | 29,800.00 | 2,562,800.00 |
3 | Barak Kerja | 1.000 | Ls | Taksir | 2,000,000.00 | 2,000,000.00 |
Jumlah | 8,210,800.00 | |||||
II | PEKERJAAN TANAH DAN PONDASI | |||||
1 | Galian Tanah Pondasi Tapak 140 × 140 cm | 112.640 | m3 | SNI-T-01-D | 35,200.00 | 3,964,928.00 |
2 | Galian tanah pondasi tapak 120 × 120 cm | 19.600 | m3 | SNI-T-01-D | 12,850.00 | 251,860.00 |
3 | Galian tanah pondasi tapak 100 × 100 cm | 31.680 | m3 | SNI-T-01-D | 150,700.00 | 4,774,176.00 |
4 | Urugan pasir alas pondasi tapak 140 × 140 cm | 2.820 | m3 | Anl. A.18 | 150,700.00 | 424,974.00 |
5 | Urugan pasir alas pondasi tapak 120 × 120 cm | 0.490 | m3 | Anl. A.18 | 150,700.00 | 73,843.00 |
6 | Urugan pasir alas pondasi tapak 100 × 100 cm | 0.790 | m3 | Anl. A.18 | 150,700.00 | 119,053.00 |
7 | Urugan kembali bekas galian | 40.980 | m3 | SNI-T-01-G | 12,850.00 | 526,593.00 |
8 | Galian Tanah Pondasi Menerus | 69.370 | m3 | SNI-T-01-C | 30,400.00 | 2,108,848.00 |
9 | Urugan kembali bekas galian | 17.340 | m3 | SNI-T-01-G | 12,850.00 | 222,819.00 |
10 | Urugan pasir alas pondasi | 8.220 | m3 | Anl. A.18 | 150,700.00 | 1,238,754.00 |
11 | Pasangan Batu Kosong/aanstamping | 29.000 | m3 | SNI-T-02-A | 150,700.00 | 4,370,300.00 |
12 | Pasangan Pondasi Batu Gunung/Kali 1:4 | 14.500 | m3 | SNI-T-02-B | 489,570.00 | 7,098,765.00 |
Jumlah | 25,174,913.00 | |||||
III. | PEKERJAAN BETON BERTULANG | |||||
1 | Pondasi Tapak 140 x 140 cm | 10.564 | m3 | SUPL.Va | 4,583,642.25 | 48,421,596.73 |
2 | Pondasi Tapak 120 x 120 cm | 1.764 | m3 | SUPL.Va | 6,928,349.00 | 12,221,607.64 |
3 | Pondasi Tapak 100 x 100 cm | 2.695 | m3 | SUPL.Va | 6,936,162.50 | 18,692,957.94 |
4 | Sloof Beton 25/40 cm | 9.150 | m3 | SUPL.Vb | 5,686,836.00 | 52,034,549.40 |
5 | Sloof Beton 20/40 cm | 5.120 | m3 | SUPL.Vc | 6,486,486.00 | 33,210,808.32 |
6 | Plat Lantai | 34.560 | m3 | SUPL.Vk | 6,297,399.00 | 217,638,109.44 |
7 | Kolom Beton 25/40 cm (K1) | 15.620 | m3 | SUPL.Vd | 6,342,625.00 | 99,071,802.50 |
8 | Kolom Beton 25/30 cm (K2) | 8.520 | m3 | SUPL.Vd | 6,342,625.00 | 54,039,165.00 |
9 | Balok Lantai Atas Kosen 13/15 cm' | 2.110 | m3 | SUPL.Vg | 6,098,806.50 | 12,868,481.72 |
10 | Balok 25/40 (BL1) | 9.900 | m3 | SUPL.Vg | 6,483,402.63 | 64,185,685.99 |
11 | Balok 25/65 (BL2) | 4.060 | m3 | SUPL.Vi | 5,788,900.00 | 23,502,934.00 |
12 | Balok 20/25 (BL3) | 0.380 | m3 | SUPL.Vk | 6,297,399.00 | 2,393,011.62 |
Jumlah | 638,280,710.29 | |||||
IV. | PEKERJAAN TANGGA | |||||
1 | Beton Cor Tumbuk Alas Tangga | 2.500 | m3 | Anl. A.18 | 150,700.00 | 376,750.00 |
2 | Balok Bordes 20/35 cm | 0.650 | m3 | SNI-T-01-G | 150,700.00 | 97,955.00 |
3 | Plat Beton Bordes | 1.500 | m3 | SUPL.Va | 4,583,642.25 | 6,875,463.38 |
4 | Plat Lantai Tangga | 3.900 | m3 | SUPL.VL | 5,633,700.00 | 21,971,430.00 |
5 | Tangga Beton | 0.900 | m3 | SUPL.Vm | 5,216,163.49 | 4,694,547.14 |
6 | Pasangan Keramik Lantai 40 x 40 cm | 0.405 | m3 | SUPL.Vn | 5,826,400.00 | 2,359,692.00 |
7 | Acian Halus Tangga | 65.000 | m2 | Supl. III e | 36,125.00 | 2,348,125.00 |
Jumlah | 38,723,962.51 | |||||
1 | 2 | 3 | 4 | 5 | 6 | 7 |
V. | PEKERJAAN PASANGAN /PLESTERAN | |||||
1 | Pas. Trasram Bata 1 PC : 2 PP (Lantai I) | 263.875 | m2 | SNI-T-03-D | 84,642.00 | 22,334,907.75 |
2 | Pas. Trasram Bata 1 PC : 2 PP (Lantai II) | 527.750 | m2 | Anl. G50 h | 53,500.00 | 28,234,625.00 |
3 | Pas. Batu Bata 1 Pc : 4 Ps (Lantai.I) | 381.050 | m2 | SNI-T-03-E | 117,160.00 | 44,643,818.00 |
4 | Pas. Trasram Bata 1 PC : 2 PP Kamar Mandi | 730.100 | m2 | Anl. G50 q | 50,240.00 | 36,680,224.00 |
5 | Pas. Dinding Bata 1 PC : 4 PP Pada Ruangan | 658.176 | m2 | SNI-T-03-E | 117,160.00 | 77,111,900.16 |
6 | Plesteran Trasram Bata 1 PC : 2 PP | 1,316.352 | m2 | Anl. G50 q | 50,240.00 | 66,133,524.48 |
7. | Plesteran Dinding Bata 1 PC : 4 PP | 291.000 | m2 | Supl. III a | - | - |
8. | Aci Halus Pada Kolom | 50.000 | m2 | Supl. III b | - | - |
9 | Angchor Dia.8 - 80 cm | 318.000 | m2 | Supl. III a | - | - |
10. | Pas. Keramik 20 x 20 (kulit jeruk) KM/WC | 5.000 | m2 | Supl. III d | 28,125.00 | 140,625.00 |
11. | Pas. Keramik 20 x 20 cm(dinding) KM/WC | 50.000 | m2 | Supl. III c | - | - |
Jumlah | 275,279,624.39 | |||||
VI | PEKERJAAN RANGKA ATAP | |||||
1 | Rangka kuda-kuda kayu | 3.570 | m3 | Anl. F.22 | 5,906,250.00 | 21,085,312.50 |
2 | Listplank 2,5/25 | 17.520 | m2 | Anl. F.37 | 170,380.00 | 2,985,057.60 |
3 | Rabung atap seng Metal | 47.500 | m' | SUPL.H.10 | 86,030.00 | 4,086,425.00 |
4 | Atap seng Metal | 53.750 | m2 | SUPL.H.8a | 82,090.00 | 4,412,337.50 |
5 | Atap seng BJLS | 240.000 | m2 | SUPL.H.8b | 52,090.00 | 32,569,132.60 |
Jumlah | 65,138,265.20 | |||||
VII | PEKERJAAN PLAFOND | |||||
1 | Plafond Triplex T = 4 mm | 360.000 | m2 | SUPL.VII | 81,050.00 | 29,178,000.00 |
Jumlah | 29,178,000.00 | |||||
VIII | PEKERJAAN KOSEN PINTU DAN JENDELA | |||||
1 | Kosen Pintu dan Jendela | 2.704 | m3 | Anl. F.26 | 6,975,000.00 | 18,860,400.00 |
2 | Daun Pintu Besi P1 | 5.000 | Unit | Taksir | 5,500,000.00 | 27,500,000.00 |
3 | Daun Pintu Panel P2, P3 & P5 uk. 80 x 210 | 17.000 | Bh | Taksir | 600,000.00 | 10,200,000.00 |
4 | Daun Pintu Aluminium P4 uk. 70 x 200 | 5.000 | Bh | Taksir | 500,000.00 | 2,500,000.00 |
5 | Jendela J1 (Rangka + Kaca) 40 x 170 | 12.000 | Bh | Taksir | 400,000.00 | 4,800,000.00 |
6 | Jendela J2 (Rangka + Kaca) 50 x 100 | 12.000 | Bh | Taksir | 300,000.00 | 3,600,000.00 |
7 | Jendela J2 (Rangka + Kaca) 50 x 50 | 12.000 | Bh | Taksir | 250,000.00 | 3,000,000.00 |
8 | Jendela V1 | 5.000 | Bh | Taksir | 100,000.00 | 500,000.00 |
9 | Jendela V2 | 28.000 | Bh | Taksir | 50,000.00 | 1,400,000.00 |
10 | Pasangan Kaca Mati 5 mm | 7.356 | m2 | Taksir | 80,000.00 | 588,480.00 |
11 | Jalusi papan | 6.336 | m2 | Taksir | 40,000.00 | 253,440.00 |
12 | Kunci Pintu Dua Slaag | 22.000 | Bh | Taksir | 7,000.00 | 154,000.00 |
13 | Engsel Pintu 4 inci | 66.000 | Bh | Taksir | 150,000.00 | 9,900,000.00 |
14 | Engsel Jendela 3 inci | 72.000 | Bh | Taksir | 5,000.00 | 360,000.00 |
15 | Pacok Jendela | 72.000 | Bh | Taksir | 25,000.00 | 1,800,000.00 |
16 | Hak Angin | 72.000 | Bh | Taksir | 125,000.00 | 9,000,000.00 |
17 | Pegangan Jendela | 24.000 | Bh | Taksir | 1,250,000.00 | 30,000,000.00 |
Jumlah | 124,416,320.00 | |||||
IX | PEKERJAAN PENGECATAN | |||||
1 | Cat dinding tembok (L/D) | 658.176 | m2 | k.9 + 23 a | 16,100.00 | 10,596,633.60 |
2 | Cat plafond dan list plafond | 360.000 | m2 | k.9 + 23 a | 16,100.00 | 5,796,000.00 |
3 | Cat mengkilat kayu kosen pintu/Jendela | 116.152 | m2 | k.9 + 23 b | 33,880.00 | 3,935,229.76 |
4 | Listplank dengan cat minyak | 17.520 | m2 | k.9 + 23 b | 33,880.00 | 593,577.60 |
Jumlah | 20,921,440.96 | |||||
X. | PEKERJAAN INSTLASI LISTRIK | |||||
1 | Bok Zakering | 5.000 | Bh | Taksir | 175,000.00 | 875,000.00 |
2 | Lampu Hemat Energi+Rangkaian 18 Watt | 40.000 | Bh | Taksir | 25,000.00 | 1,000,000.00 |
3 | Stop kontak + Rangkaian | 16.000 | Bh | Taksir | 35,000.00 | 560,000.00 |
4 | Saklar Ganda | 20.000 | Bh | Taksir | 10,000.00 | 200,000.00 |
Jumlah | 2,635,000.00 | |||||
XI | PEKERJAAN LAIN_LAIN | |||||
1 | Bak Septic Tank cincin sumuran | 5.000 | Unit | Taksir | 700,000.00 | 3,500,000.00 |
2 | Pipa PVC Ǿ 3 " | 20.000 | m' | Taksir | 16,000.00 | 320,000.00 |
3 | Klosed Jongkok | 5.000 | bh | Taksir | 100,000.00 | 500,000.00 |
4. | Kran Air | 5.000 | bh | Taksir | 6,000.00 | 30,000.00 |
Jumlah | 4,350,000.00 |
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