| A | B | C | D | E | F | G | H | I | J | K | L | M | N | O | P | Q | R | S | T | U | V | W | X | Y | Z | |
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1 | ||||||||||||||||||||||||||
2 | RINCIAN HARGA PENAWARAN | |||||||||||||||||||||||||
3 | PEKERJAAN | : RUMAH TINGGAL | ||||||||||||||||||||||||
4 | LOKASI | : JL. MUSI - SURABAYA | ||||||||||||||||||||||||
5 | TAHUN | : 2018 | ||||||||||||||||||||||||
6 | HARGA YANG DI SEPAKATI 12 MEI & 20 SEPT. 2018 | BIAYA TAMBAH PERUBAHAN KEDALAMAN PONDASI - 30 MEI 2018 | ||||||||||||||||||||||||
7 | No | Pekerjaan | Volume | Sat. | Harga Satuan Material | Harga Satuan Upah | Jumlah Harga | Volume | Harga Satuan Material | Harga Satuan Upah | Jumlah Harga | JUMLAH | ||||||||||||||
8 | ||||||||||||||||||||||||||
9 | I | PEKERJAAN PERSIAPAN | ||||||||||||||||||||||||
10 | 1 | Pembersihan | 1.00 | Ls | - | 881,250.00 | 881,300.00 | - | 881,300.00 | |||||||||||||||||
11 | 2 | Mobilisasi tenaga & alat | 1.00 | Ls | - | 1,762,500.00 | 1,762,500.00 | - | 1,762,500.00 | |||||||||||||||||
12 | 3 | Mess pekerja ( di sediakan owner ) | 1.00 | Ls | by owner | by owner | - | by owner | ||||||||||||||||||
13 | 4 | Air kerja & listrik kerja ( di sediakan owner ) | 1.00 | Ls | by owner | by owner | - | by owner | ||||||||||||||||||
14 | 5 | Pengukuran | 1.00 | Ls | - | 587,500.00 | 587,500.00 | - | 587,500.00 | |||||||||||||||||
15 | 6 | pekerjaan bongkaran existing | 248.30 | m2 | - | 55,225.00 | 13,712,300.00 | - | 13,712,300.00 | |||||||||||||||||
36 | Sub Jumlah | 16,943,600.00 | - | 16,943,600.00 | ||||||||||||||||||||||
37 | ||||||||||||||||||||||||||
38 | II | PEKERJAAN KONSTRUKSI BARU - 2 LANTAI | ||||||||||||||||||||||||
39 | A | PEKERJAAN BONGKARAN | ||||||||||||||||||||||||
40 | 1 | Bongkar bangunan existing + buang | 1.00 | ls | - | 11,112,650.63 | 11,112,700.00 | - | 11,112,700.00 | |||||||||||||||||
41 | Sub Jumlah | 11,112,700.00 | - | 11,112,700.00 | ||||||||||||||||||||||
42 | ||||||||||||||||||||||||||
43 | B | PEKERJAAN TANAH | ||||||||||||||||||||||||
44 | 1 | Galian pondasi setempat + buang | 21.27 | m3 | - | 77,080.00 | 1,639,600.00 | 17.26 | - | 77,080.00 | 1,330,100.00 | 1,330,100.00 | ||||||||||||||
49 | 2 | Galian pondasi stroust Ø25-6mtr | 180.00 | m' | - | 75,934.38 | 13,668,200.00 | |||||||||||||||||||
52 | 3 | Galian pondasi bore pile Ø30-15mtr | m' | - | - | - | 210.00 | - | 130,600.00 | 27,426,000.00 | 27,426,000.00 | |||||||||||||||
53 | 4 | Urugan pasir di bawah pondasi pilecap | 1.58 | m3 | 219,725.00 | 31,131.63 | 396,000.00 | 1.40 | 219,725.00 | 31,131.63 | 352,000.00 | 352,000.00 | ||||||||||||||
58 | 5 | Sirtu urg + pemadatan | 11.68 | m3 | 202,687.50 | 34,616.68 | 2,771,000.00 | 11.68 | 202,687.50 | 34,616.68 | 2,771,000.00 | 2,771,000.00 | ||||||||||||||
63 | 6 | Urug tanah kembali | 6.38 | m3 | - | 29,610.00 | 189,000.00 | 5.18 | - | 29,610.00 | 153,300.00 | 153,300.00 | ||||||||||||||
64 | Sub Jumlah | 18,663,800.00 | 32,032,400.00 | 32,032,400.00 | ||||||||||||||||||||||
65 | ||||||||||||||||||||||||||
66 | C | PEKERJAAN BETON | ||||||||||||||||||||||||
67 | 1 | Lantai kerja | 1.22 | m3 | 626,327.88 | 249,739.20 | 1,064,700.00 | 1.04 | 626,327.88 | 249,739.20 | 912,500.00 | 912,500.00 | ||||||||||||||
72 | 2 | Pondasi stroust Ø25-6mtr | 4.12 | m3 | 2,198,645.31 | 1,183,885.94 | 13,940,300.00 | |||||||||||||||||||
75 | 3 | Pondasi stroust Ø30-15mtr | m3 | 14.84 | 2,198,645.31 | 1,188,275.29 | 50,250,000.00 | 50,250,000.00 | ||||||||||||||||||
76 | 4 | Pile cap | 2.59 | m3 | 3,327,952.50 | 1,109,317.50 | 11,501,400.00 | 2.74 | 3,327,952.50 | 1,109,317.50 | 12,175,900.00 | 12,175,900.00 | ||||||||||||||
80 | 5 | Sloof | 2.74 | m3 | 4,032,903.28 | 1,344,301.09 | 14,754,500.00 | - | 14,754,500.00 | |||||||||||||||||
84 | 6 | Pedestal | 0.61 | m3 | 3,944,506.67 | 1,314,835.56 | 3,218,700.00 | - | 3,218,700.00 | |||||||||||||||||
86 | 7 | Pekerjaan kolom | 0.73 | m3 | 3,944,506.67 | 1,314,835.56 | 3,839,300.00 | - | 3,839,300.00 | |||||||||||||||||
96 | 8 | Pekerjaan balok | 0.38 | m3 | 3,990,916.88 | 1,330,305.63 | 2,009,400.00 | - | 2,009,400.00 | |||||||||||||||||
111 | 9 | Dak beton atap | 2.72 | m3 | 3,580,871.25 | 1,193,623.75 | 12,995,700.00 | - | 12,995,700.00 | |||||||||||||||||
115 | 10 | Tangga beton | 4.01 | m3 | 3,990,916.88 | 1,330,305.63 | 21,318,700.00 | - | 21,318,700.00 | |||||||||||||||||
118 | Sub Jumlah | 84,642,700.00 | 63,338,400.00 | 121,474,700.00 | ||||||||||||||||||||||
119 | ||||||||||||||||||||||||||
120 | D | PEKERJAAN BAJA | ||||||||||||||||||||||||
121 | 1 | HB 200 | 5480.89 | kg | 15,940.70 | 5,137.99 | 115,529,900.00 | - | 115,529,900.00 | |||||||||||||||||
125 | 2 | WF250 | 750.52 | kg | 15,940.70 | 5,137.99 | 15,820,000.00 | - | 15,820,000.00 | |||||||||||||||||
134 | 3 | WF200 | 3193.51 | kg | 15,940.70 | 5,137.99 | 67,315,000.00 | - | 67,315,000.00 | |||||||||||||||||
146 | 4 | Plat joint | 1.00 | ls | 15,023,976.46 | 4,842,509.68 | 19,866,000.00 | - | 19,866,000.00 | |||||||||||||||||
147 | 5 | Angkur baut & Mur baut | 1.00 | ls | 7,511,988.23 | 2,421,254.84 | 9,933,000.00 | - | 9,933,000.00 | |||||||||||||||||
148 | 6 | Railling (jilumesh+ramgka hollow+plat strip+cat) | 17.75 | m' | 246,750.00 | 105,750.00 | 6,255,100.00 | - | 6,255,100.00 | |||||||||||||||||
149 | 7 | Hand railling (kayu+rangka besi) | 33.60 | m' | 786,956.25 | 78,695.63 | 29,084,200.00 | - | 29,084,200.00 | |||||||||||||||||
152 | 7 | Grouting | 0.05 | m3 | 11,844,000.00 | 1,762,500.00 | 734,800.00 | - | 734,800.00 | |||||||||||||||||
153 | 8 | Kanopi lantai 1 (rangka besi + siku 40 + polycarbonate) | 1.00 | unit | 22,569,051.25 | 5,618,443.82 | 28,187,000.00 | - | 28,187,000.00 | |||||||||||||||||
161 | 9 | Kanopi lantai 2 (rangka besi + siku 40 + polycarbonate) | 1.00 | unit | 28,211,314.06 | 7,023,054.77 | 35,234,000.00 | - | 35,234,000.00 | |||||||||||||||||
169 | Sub Jumlah | 327,959,000.00 | - | 327,959,000.00 | ||||||||||||||||||||||
170 | ||||||||||||||||||||||||||
171 | E | PEKERJAAN PASANGAN | ||||||||||||||||||||||||
172 | 1 | Pas. Pondasi rollag | 18.82 | m' | 99,168.24 | 42,649.50 | 2,669,000.00 | - | 2,669,000.00 | |||||||||||||||||
176 | 2 | Pas. Pondasi batu kali | 5.49 | m3 | 674,802.50 | 117,096.98 | 4,346,500.00 | - | 4,346,500.00 | |||||||||||||||||
177 | 3 | Pas. Plat lantai Ciiton | 54.00 | m2 | 770,174.67 | 167,175.97 | 50,616,900.00 | https://panellantaiaac.com/perbandingan-harga-panel-lantai-vs-beton-cor-konvensional-dak-keraton/ | - | 50,616,900.00 | ||||||||||||||||
180 | 4 | Pas. Dinding bata merah (pres/expose) | 63.71 | m2 | 86,233.25 | 37,086.53 | 7,856,300.00 | - | 7,856,300.00 | |||||||||||||||||
184 | 5 | Pas. Dinding bata ringan (tutup plester) | 96.31 | m2 | 125,078.75 | 37,086.53 | 15,617,400.00 | - | 15,617,400.00 | |||||||||||||||||
188 | 5 | Pas. Plesteran | 215.95 | m2 | 16,450.00 | 37,086.53 | 11,561,300.00 | - | 11,561,300.00 | |||||||||||||||||
192 | 6 | Pas. Aci | 215.95 | m2 | 11,015.63 | 22,789.13 | 7,300,200.00 | - | 7,300,200.00 | |||||||||||||||||
193 | 7 | Pas. Benangan | 108.20 | m' | 1,821.25 | 14,403.15 | 1,755,500.00 | - | 1,755,500.00 | |||||||||||||||||
201 | 8 | Pas. Lantai tegel + poles | 57.80 | m2 | by owner | 75,934.38 | 4,389,100.00 | http://www.livingloving.net/2013/decor-2/warna-warni-tegel-kunci/ | - | 4,389,100.00 | ||||||||||||||||
205 | 9 | Pas. Lantai keramik 40x40 | 4.84 | m2 | by owner | 32,359.50 | 156,500.00 | - | 156,500.00 | |||||||||||||||||
207 | 10 | Waterproofing membrane + screed | 27.00 | m2 | 798,906.00 | 266,997.01 | 7,208,900.00 | - | 7,208,900.00 | |||||||||||||||||
210 | Sub Jumlah | 113,477,600.00 | - | 113,477,600.00 | ||||||||||||||||||||||
211 | ||||||||||||||||||||||||||
212 | F | PEKERJAAN PLAFOND | ||||||||||||||||||||||||
213 | 1 | Pas. Plafond gypsum 9mm | 0.00 | m2 | expose / tanpa plafond | expose / tanpa plafond | expose / tanpa plafond | - | expose / tanpa plafond | |||||||||||||||||
214 | 2 | Pas. Lis gypsum | 0.00 | m' | expose / tanpa plafond | expose / tanpa plafond | expose / tanpa plafond | http://www.livingloving.net/2013/decor-2/warna-warni-tegel-kunci/ | - | expose / tanpa plafond | ||||||||||||||||
215 | Sub Jumlah | - | - | - | ||||||||||||||||||||||
216 | ||||||||||||||||||||||||||
217 | G | PEKERJAAN PINTU & JENDELA | ||||||||||||||||||||||||
218 | 1 | Pas. Kusen alumunium (powder coating warna hitam doff) | 226.04 | m' | 213,996.88 | 27,612.50 | 54,613,400.00 | - | 54,613,400.00 | |||||||||||||||||
225 | 2 | P-1 | 2.00 | unit | 7,538,212.50 | 969,198.75 | 17,014,800.00 | - | 17,014,800.00 | |||||||||||||||||
226 | 3 | P-2 | 2.00 | unit | 2,725,353.75 | 350,402.63 | 6,151,500.00 | - | 6,151,500.00 | |||||||||||||||||
229 | 4 | P-3 | 1.00 | unit | 2,000,000.00 | 200,000.00 | 2,200,000.00 | - | 2,200,000.00 | |||||||||||||||||
230 | 5 | Pas. Kaca tempered, tbl. 8mm | 48.18 | m2 | 724,828.13 | 62,128.13 | 37,915,600.00 | http://hargabahanbangunan.co/harga-kaca-terbaru.html | - | 37,915,600.00 | ||||||||||||||||
233 | Sub Jumlah | 117,895,300.00 | - | 117,895,300.00 | ||||||||||||||||||||||
234 | ||||||||||||||||||||||||||
235 | H | PEKERJAAN PENGECATAN | ||||||||||||||||||||||||
236 | 1 | Cat dinding interior ex. Catylac | 30.33 | m2 | 11,632.50 | 12,515.51 | 732,400.00 | - | 732,400.00 | |||||||||||||||||
239 | 2 | Cat dinding luar ex. Dulux weathersield | 172.96 | m2 | 28,552.50 | 12,515.51 | 7,103,000.00 | - | 7,103,000.00 | |||||||||||||||||
246 | 3 | Cat dinding interior area tangga (motif beton - MU) | 105.57 | m2 | 110,450.00 | 11,045.00 | 12,826,700.00 | - | 12,826,700.00 | |||||||||||||||||
251 | 4 | Cat meni zincromate | 9424.91 | kg | 351.31 | 834.18 | 11,173,100.00 | - | 11,173,100.00 | |||||||||||||||||
252 | 5 | Cat besi, Emco | 9424.91 | kg | 1,306.04 | 1,354.52 | 25,075,600.00 | - | 25,075,600.00 | |||||||||||||||||
253 | 6 | waterproofing atap | 23.19 | m2 | 77,315.00 | 19,328.75 | 2,241,400.00 | http://www.mediabangunan.com/2012/08/daftar-harga-waterproofing.html | - | 2,241,400.00 | ||||||||||||||||
257 | Sub Jumlah | 59,152,200.00 | - | 59,152,200.00 | ||||||||||||||||||||||
258 | ||||||||||||||||||||||||||
259 | III | PEKERJAAN RENOVASI | ||||||||||||||||||||||||
260 | A. | PEKERJAAN TERAS DEPAN | ||||||||||||||||||||||||
261 | 1 | Galian tanah | 9.42 | m3 | - | 77,080.00 | 726,100.00 | - | 726,100.00 | |||||||||||||||||
264 | 2 | Urug tanah kembali | 2.83 | m3 | - | 29,610.00 | 83,700.00 | - | 83,700.00 | |||||||||||||||||
265 | 3 | Urug tanah peninggian lantai | 4.84 | m3 | 202,687.50 | 34,616.68 | 1,149,600.00 | - | 1,149,600.00 | |||||||||||||||||
266 | 4 | Pondasi batu kali | 7.12 | m3 | 674,802.50 | 117,096.98 | 5,638,400.00 | - | 5,638,400.00 | |||||||||||||||||
267 | 5 | pilecap 100x100 mm | 1.20 | m3 | 3,327,952.50 | 1,109,317.50 | 5,324,700.00 | - | 5,324,700.00 | |||||||||||||||||