Analisa Biaya Struktur

RENCANA ANGGARAN BIAYA (RAB)HONEY LADY PROJECTPekerjaan Penambahan Bangunan Baru dan Lift barang

NO ITEM PEKERJAANEdy Susanto Team Honey Lady

SAT VOL HARGA SAT (RP) JUMLAH (RP) SAT VOL HARGA SAT (RP) JUMLAH (RP)A Pekerjaan Persiapan / Preliminaries 437,500,000.00 382,500,000.00 1 Pengukuran dan bouwplank. Ls 1.00 2,000,000.00 2,000,000.00 Ls 1.00 2,000,000.00 2,000,000.00 2 Manajemen Proyek & biaya administrasi Ls 1.00 125,000,000.00 125,000,000.00 Ls 1.00 125,000,000.00 125,000,000.00 3 Kantor proyek & gudang Ls 1.00 15,000,000.00 15,000,000.00 Ls 1.00 15,000,000.00 15,000,000.00 4 Peralatan utama & bantu Ls 1.00 175,000,000.00 175,000,000.00 Ls 1.00 175,000,000.00 175,000,000.00 5 Pengadaan sumber air bersih Ls 1.00 2,500,000.00 2,500,000.00 Ls 1.00 - - 6 Pengadaan tenaga listrik & penerangan malam hari Ls 1.00 25,000,000.00 25,000,000.00 Ls 1.00 - - 7 Pengadaan saluran telepon Ls 1.00 2,500,000.00 2,500,000.00 Ls 1.00 - - 8 Pengadaan gambar dan laporan Ls 1.00 4,500,000.00 4,500,000.00 Ls 1.00 4,500,000.00 4,500,000.00 9 Keamanan proyek Ls 1.00 10,000,000.00 10,000,000.00 Ls 1.00 - -

10 Kebersihan proyek Ls 1.00 6,000,000.00 6,000,000.00 Ls 1.00 6,000,000.00 6,000,000.00 11 Peraturan - peraturan pemerintah setempat Ls 1.00 20,000,000.00 20,000,000.00 Ls 1.00 20,000,000.00 20,000,000.00 12 Alat - alat keselamatan kerja & P 3 K Ls 1.00 35,000,000.00 35,000,000.00 Ls 1.00 20,000,000.00 20,000,000.00 13 Asuransi pekerja Ls 1.00 15,000,000.00 15,000,000.00 Ls 1.00 15,000,000.00 15,000,000.00

B Pekerjaan Bobokan 26,264,000.00 20,632,000.00 1 Pek. Bobokan Ramp m3 14.08 800,000.00 11,264,000.00 m3 14.08 400,000.00 5,632,000.00 2 Pek. Bobokan & galian Lantai untuk Pilecap dan Tie beam Ls 1.00 15,000,000.00 15,000,000.00 Ls 1.00 15,000,000.00 15,000,000.00

C Pekerjaan Pondasi Strauss Pile Diameter 50 cm,H=20 M 349,254,800.00 320,800,000.00 1 Pekerjaan Pondasi Strauss Pile Diameter 50 cm,H=20 M Ttk 44.00 7,446,700.00 327,654,800.00 Ttk 44.00 6,850,000.00 301,400,000.00 2 PIT Test Ls 1.00 15,000,000.00 15,000,000.00 Ls 1.00 15,000,000.00 15,000,000.00 3 Bobokan Pondasi Ttk 44.00 150,000.00 6,600,000.00 Ttk 44.00 100,000.00 4,400,000.00

D Pekerjaan Beton K 350 96,129,554.56 96,129,554.56 1 Pile cap & Tiebeam m3 17.30 767,200.00 13,273,787.52 m3 17.30 767,200.00 13,273,787.52 a Pile cap m3 18.45 767,200.00 14,154,840.00 m3 18.45 767,200.00 14,154,840.00 b Tie beam m3 15.75 767,200.00 12,083,400.00 m3 15.75 767,200.00 12,083,400.00 2 Kolom Beton LG ls 1.00 10,000,000.00 10,000,000.00 ls 1.00 10,000,000.00 10,000,000.00 3 Cor Bekas bobokan m3 0.77 767,200.00 589,209.60 m3 0.77 767,200.00 589,209.60 4 Pelat lantai 1 m3 8.40 767,200.00 6,444,480.00 m3 8.40 767,200.00 6,444,480.00 5 Pelat lantai Mezzanin m3 16.09 767,200.00 12,347,623.68 m3 16.09 767,200.00 12,347,623.68

6 Pelat lantai 2 m3 17.17 767,200.00 13,176,199.68 m3 17.17 767,200.00 13,176,199.68 7 Pelat lantai 3 m3 18.33 767,200.00 14,060,014.08 m3 18.33 767,200.00 14,060,014.08 8 Pelat lantai 4 & Atap Ruang Mesin Lift

E 105,967,604.24 105,967,604.24 1 Pile cap Kg 2,034.46 8,116.70 16,513,133.40 Kg 2,034.46 8,116.70 16,513,133.40 2 Tie beam Kg 1,820.42 8,116.70 14,775,814.61 Kg 1,820.42 8,116.70 14,775,814.61 3 Kolom Beton LG Kg 8,235.77 8,116.70 66,847,268.26 Kg 8,235.77 8,116.70 66,847,268.26 4 Pelat lantai 1 Kg 7.14 8,116.70 57,972.72 Kg 7.14 8,116.70 57,972.72 5 Pelat lantai Mezzanin Kg 78.12 8,116.70 634,076.60 Kg 78.12 8,116.70 634,076.60 6 Pelat lantai 2 Kg 149.68 8,116.70 1,214,890.77 Kg 149.68 8,116.70 1,214,890.77 7 Pelat lantai 3 Kg 159.72 8,116.70 1,296,414.91 Kg 159.72 8,116.70 1,296,414.91 8 Pelat lantai 4 & Atap Mesin Lift Kg 259.72 8,116.70 2,108,032.96 Kg 259.72 8,116.70 2,108,032.96 9 Angkur Kolom D 25 Bh 42.00 60,000.00 2,520,000.00 Bh 42.00 60,000.00 2,520,000.00

F Bekisting 29,151,832.97 29,151,832.97 1 Pile cap m2 69.21 86,825.70 6,008,894.12 m2 69.21 86,825.70 6,008,894.12 2 Tie beam m2 73.80 86,825.70 6,407,736.66 m2 73.80 86,825.70 6,407,736.66 3 Kolom Beton LG m2 101.60 86,825.70 8,821,491.12 m2 101.60 86,825.70 8,821,491.12 4 Perimeter Pelat lantai 1 m2 1.15 86,825.70 100,023.21 m2 1.15 86,825.70 100,023.21 5 Perimeter Pelat lantai Mezzanin m2 12.60 86,825.70 1,094,003.82 m2 12.60 86,825.70 1,094,003.82 6 Perimeter Pelat lantai 2 m2 24.14 86,825.70 2,096,111.32 m2 24.14 86,825.70 2,096,111.32 7 Perimeter Pelat lantai 3 m2 25.76 86,825.70 2,236,768.95 m2 25.76 86,825.70 2,236,768.95 8 Perimeter Pelat lantai 4 m2 27.49 86,825.70 2,386,803.76 m2 27.49 86,825.70 2,386,803.76

G Pekerjaan Struktur Baja dan Steel Deck 1 Steel deck t.0.75mm termasuk shear conector dia 13-300mm 91,137,804.00 85,014,720.00 a lantai 1 m2 6.40 180,100.00 1,152,640.00 m2 6.40 168,000.00 1,075,200.00 b lantai Mezzanin m2 70.00 180,100.00 12,607,000.00 m2 70.00 168,000.00 11,760,000.00 c lantai 2 m2 134.12 180,100.00 24,155,012.00 m2 134.12 168,000.00 22,532,160.00 d lantai 3 m2 143.12 180,100.00 25,775,912.00 m2 143.12 168,000.00 24,044,160.00 e lantai 4 dan atap mesin lift m2 152.40 180,100.00 27,447,240.00 m2 152.40 168,000.00 25,603,200.00

2 Kolom Baja HB 1,142,201,519.20 1,071,217,600.00 a lantai LG Kg 2,064.00 18,126.50 37,413,096.00 Kg 2,064.00 17,000.00 35,088,000.00 b lantai 1 m2 3,265.40 18,126.50 59,190,273.10 m2 3,265.40 17,000.00 55,511,800.00 c lantai Mezzanin Kg 6,643.40 18,126.50 120,421,590.10 Kg 6,643.40 17,000.00 112,937,800.00 d lantai 2 Kg 9,008.00 18,126.50 163,283,512.00 Kg 9,008.00 17,000.00 153,136,000.00 e lantai 3 Kg 9,008.00 18,126.50 163,283,512.00 Kg 9,008.00 17,000.00 153,136,000.00

Pembesian dengan mutu baja tulangan Ø = BJTP 24 (polos) & D = BJTD 40 (ulir) pada :

f lantai 4-14 Kg 33,024.00 18,126.50 598,609,536.00 Kg 33,024.00 17,000.00 561,408,000.00

3 Balok Baja WF 1,027,465,487.09 963,612,020.00 a lantai LG Kg 1,280.40 18,126.50 23,209,170.60 Kg 1,280.40 17,000.00 21,766,800.00 b lantai Mezzanin Kg 7,640.40 18,126.50 138,493,710.60 Kg 7,640.40 17,000.00 129,886,800.00 c lantai 2 Kg 11,227.46 18,126.50 203,514,553.69 Kg 11,227.46 17,000.00 190,866,820.00 d lantai 3 Kg 11,080.00 18,126.50 200,841,620.00 Kg 11,080.00 17,000.00 188,360,000.00 e lantai 4 Kg 11,080.00 18,126.50 200,841,620.00 Kg 11,080.00 17,000.00 188,360,000.00 f lantai 5-14 Kg 14,374.80 18,126.50 260,564,812.20 Kg 14,374.80 17,000.00 244,371,600.00

4 Balok Baja WF pengaku hoist lift Kg 21,331.20 18,126.50 386,659,996.80 Kg 21,331.20 17,000.00 362,630,400.00 Sub Total 1 3,691,732,598.85 Sub Total 1 3,437,655,731.76

Jasa 7% 258,421,281.92 Jasa 7% 240,635,901.22 Sub Total 2 3,950,153,880.77 Sub Total 2 3,678,291,632.99

PPN 10% 395,015,388.08 PPN 10% 367,829,163.30 Grand Total 4,345,169,268.85 Grand Total 4,046,120,796.28 DiBulatkan 4,345,000,000.00 DiBulatkan 4,046,000,000.00


NO ITEM PEKERJAANPulau Intan Cipta Dimensi

SAT VOL HARGA SAT (RP) JUMLAH (RP) SAT VOLA Pekerjaan Persiapan / Preliminaries 236,746,600.00 1 Pengukuran dan bouwplank. Ls 1.00 18,255,600.00 18,255,600.00 Ls 1.00 2 Manajemen Proyek & biaya administrasi Ls 1.00 108,800,000.00 108,800,000.00 Ls 1.00 3 Kantor proyek & gudang Ls 1.00 21,488,000.00 21,488,000.00 Ls 1.00 4 Peralatan utama & bantu Ls 1.00 - Ls 1.00 5 Pengadaan sumber air bersih Ls by Owner Ls 1.00 6 Pengadaan tenaga listrik & penerangan malam hari Ls by Owner Ls 1.00 7 Pengadaan saluran telepon Ls by Owner Ls 1.00 8 Pengadaan gambar dan laporan Ls 1.00 4,983,000.00 4,983,000.00 Ls 1.00 9 Keamanan proyek Ls by Owner 10,000,000.00 Ls 1.00

10 Kebersihan proyek Ls 1.00 7,200,000.00 7,200,000.00 Ls 1.00 11 Peraturan - peraturan pemerintah setempat Ls by Owner 20,000,000.00 Ls 1.00 12 Alat - alat keselamatan kerja & P 3 K Ls 1.00 29,700,000.00 29,700,000.00 Ls 1.00 13 Asuransi pekerja Ls 1.00 46,320,000.00 46,320,000.00 Ls 1.00 14 Proteksi area ramp masuk basement Ls 1.00 15 Proteksi dinding akses lift Ls 1.00

B Pekerjaan Bobokan 594,630,438.00 1 Pek. Bobokan Ramp m3 14.08 775,000.00 10,912,000.00 m3 14.08 2 Pek. Bobokan & galian Lantai untuk Pilecap dan Tie beam Ls 1.00 583,718,438.00 583,718,438.00 Ls 1.00 3 Pek bobokan dinding akses lift (dinding granite by owner) m2 100.00

C Pekerjaan Pondasi Strauss Pile Diameter 50 cm,H=20 M 361,707,500.00 1 Pekerjaan Pondasi Strauss Pile Diameter 50 cm,H=20 M m1 800.00 363,000.00 290,400,000.00 Ttk 44.00 2 PIT Test Ls 1.00 13,612,500.00 13,612,500.00 Ls 1.00 3 Bobokan Pondasi Ttk 40.00 363,000.00 14,520,000.00 Ttk 44.00 4 Buang lumpur ls 1.00 43,175,000.00 43,175,000.00 5 Urugan pasir bawah pilecap dan tie beam t-10cm m3 12.25

6 Lantai kerja t=5cm bawah pilecap dan tiebeam m3 6.13 7 Urugan peninggian level bawah slab m3 60.67 8 Urugan pasir bawah slab t=10cm m3 12.13 9 Lantai kerja t=5cm bawah slab m3 6.07

D Pekerjaan Beton K 350 353,675,421.04 1 Pile cap & Tiebeam a Pile cap m3 149.34 841,864.00 125,723,969.76 m3 148.81 b Tie beam m3 4.38 841,864.00 3,687,364.32 m3 0.48 2 Kolom Beton LG m3 16.99 841,864.00 14,303,269.36 m3 16.27 3 Cor Bekas bobokan ls 1.00 153,429,650.00 153,429,650.00 ls 1.00 4 Pelat lantai 1 m3 2.89 841,864.00 2,432,986.96 m3 - 5 Pelat lantai Mezzanin m3 9.17 841,864.00 7,719,892.88 m3 8.45 6 Pelat lantai 2 m3 17.67 841,864.00 14,875,736.88 m3 16.79 7 Pelat lantai 3 m3 18.83 841,864.00 15,852,299.12 m3 18.28 8 Pelat lantai 4 & Atap Ruang Mesin Lift m3 18.59 841,864.00 15,650,251.76 m3 19.28

E 304,153,182.78

1 Pile cap Kg 12,566.86 12,566.00 157,915,162.76 Kg 13,017.81 2 Tie beam Kg 572.10 12,566.00 7,189,008.60 Kg 79.20 3 Kolom Beton LG Kg 9,108.34 12,566.00 114,455,400.44 Kg 1,534.50 4 Pelat lantai 1 Kg 27.01 12,566.00 339,407.66 Kg 7.14 5 Pelat lantai Mezzanin Kg 87.75 12,566.00 1,102,666.50 Kg 246.78 6 Pelat lantai 2 Kg 176.84 12,566.00 2,222,171.44 Kg 507.75 7 Pelat lantai 3 Kg 180.23 12,566.00 2,264,770.18 Kg 544.22 8 Pelat lantai 4 & Atap Mesin Lift Kg 327.20 12,566.00 4,111,595.20 Kg 605.80 9 Angkur Kolom D 25 Bh 42.00 346,500.00 14,553,000.00 Bh 42.00

F Bekisting 60,180,232.90 1 Pile cap m2 146.64 131,795.00 19,326,418.80 m2 108.08 2 Tie beam m2 75.80 131,795.00 9,990,061.00 m2 4.80 3 Kolom Beton LG m2 102.84 131,795.00 13,553,797.80 m2 77.39 4 Perimeter Pelat lantai 1 m2 38.70 131,795.00 5,100,466.50 m2 1.15 5 Perimeter Pelat lantai Mezzanin m2 12.78 131,795.00 1,684,340.10 m2 10.58


6 Perimeter Pelat lantai 2 m2 25.53 131,795.00 3,364,726.35 m2 23.78 7 Perimeter Pelat lantai 3 m2 26.21 131,795.00 3,454,346.95 m2 25.09 8 Perimeter Pelat lantai 4 m2 28.12 131,795.00 3,706,075.40 m2 26.12

G Pekerjaan Struktur Baja dan Steel Deck 1 Steel deck t.0.75mm termasuk shear conector dia 13-300mm 230,501,220.00 a lantai 1 m2 6.40 455,500.00 2,915,200.00 m2 64.00 b lantai Mezzanin m2 70.00 455,500.00 31,885,000.00 m2 70.45 c lantai 2 m2 134.12 455,500.00 61,091,660.00 m2 121.99 d lantai 3 m2 143.12 455,500.00 65,191,160.00 m2 151.55 e lantai 4 dan atap mesin lift m2 152.40 455,500.00 69,418,200.00 m2 168.81

2 Kolom Baja HB 1,458,229,615.04 a lantai LG Kg 2,270.40 21,038.00 47,764,675.20 Kg 2,270.40 b lantai 1 m2 3,591.94 21,038.00 75,567,233.72 m2 3,591.94

Kolom HB - 500x500x19x25 - 263.34 kg/m (k1) Kg 2,633.40 hb - 400x400x13x21 - 172 kg/m (k2) Kg 3,010.00

c lantai Mezzanin Kg 7,307.74 21,038.00 153,740,234.12 Kg 6,643.40 Kolom HB - 500x500x19x25 - 263.34 kg/m (k1) Kg 3,160.08 hb - 400x400x13x21 - 172 kg/m (k2) Kg 3,612.00 Balok WF - 500x500x10x16 - 89.6 kg/m (B2) Kg 3,311.62 WF - 400x400x8x13 - 66 kg/m (B3) Kg 3,045.11 WF - 250x125x6x9 - 29.6 kg/m (B6) Kg 354.02 Acsesoris Plate t=25mm Kg 645.75 plate joint Kg 2,868.93 Zinchromate Kg 22,640.91 Mur Baut HTB Kg 22,640.91 Anchor bolt M25 bh 52.00

d lantai 2 Kg 9,908.80 21,038.00 208,461,334.40 Kg 9,908.80 Kolom

HB - 500x500x19x25 - 263.34 kg/m (k1) Kg 4,213.44 hb - 400x400x13x21 - 172 kg/m (k2) Kg 4,816.00 Balok WF - 600x200x11x17 - 106 kg/m (B1) Kg 2,363.80 WF - 500x500x10x16 - 89.6 kg/m (B2) Kg 4,610.82 WF - 400x400x8x13 - 66 kg/m (B3) Kg 3,809.92 WF - 350x175x7x11 - 49.6 kg/m (B4) Kg 394.82 WF - 250x125x6x9 - 29.6 kg/m (B6) Kg 333.50 Acsesoris plate joint Kg 3,081.35 Zinchromate Kg 23,623.65 Mur Baut HTB kg 23,623.65

e lantai 3 Kg 9,908.80 21,038.00 208,461,334.40 Kg 9,908.80 Kolom HB - 500x500x19x25 - 263.34 kg/m (k1) Kg 4,213.44 hb - 400x400x13x21 - 172 kg/m (k2) Kg 4,816.00 Balok WF - 600x200x11x17 - 106 kg/m (B1) Kg 1,930.05 WF - 500x500x10x16 - 89.6 kg/m (B2) Kg 4,610.00 WF - 400x400x8x13 - 66 kg/m (B3) Kg 3,878.42 WF - 350x175x7x11 - 49.6 kg/m (B4) Kg 1,057.60 Acsesoris plate joint Kg 3,075.83 Zinchromate Kg 23,581.34 Mur Baut HTB Kg 23,581.34

f lantai 4-14 Kg 36,326.40 21,038.00 764,234,803.20 Kg 33,024.00 Balok WF - 600x200x11x17 - 106 kg/m (B1) Kg 1,930.05 WF - 500x500x10x16 - 89.6 kg/m (B2) Kg 4,610.82 WF - 400x400x8x13 - 66 kg/m (B3) Kg 3,878.42 WF - 350x175x7x11 - 49.6 kg/m (B4) Kg 1,057.60 Frame overstek lt4 WF - 250x125x6x9 - 29.6kg/m Kg 1,124.80

WF - 200x105x5.5x8 - 21.3 kg/m Kg 489.47 WF - 200x100x5.5x8 - 21.3 kg/m Kg 60.71 WF - 150x75x5x7 - 14 kg/m Kg 553.88 UNP 100x50x6 - 9.7 kg/m Kg 460.75 Acsesoris plate joint Kg 2,124.98 Zinchromate Kg 16,291.48 Mur Baut HTB Kg 16,291.48

3 Balok Baja WF 1,311,748,122.06 a lantai LG Kg 1,408.44 21,038.00 29,630,760.72 Kg 1,280.40 b lantai Mezzanin Kg 8,404.44 21,038.00 176,812,608.72 Kg 7,640.40 c lantai 2 Kg 12,350.21 21,038.00 259,823,717.98 Kg 11,227.46 d lantai 3 Kg 12,188.00 21,038.00 256,411,144.00 Kg 11,080.00 e lantai 4 Kg 12,188.00 21,038.00 256,411,144.00 Kg 11,080.00 f lantai 5-14 Kg 15,812.28 21,038.00 332,658,746.64 Kg 21,331.20

4 Balok Baja WF pengaku hoist lift Kg 23,464.32 21,038.00 493,642,364.16 Kg 21,331.20 Frame beam lt2-4 elevasi +5.5 ke +13.45 WF - 400x400x8x13 - 66 kg/m (B3) Kg 2,128.50 WF - 250x125x6x9 - 29.6kg/m Kg 348.54 Frame beam lt4-15 elevasi +5.5 ke +58.5 WF - 400x400x8x13 - 66 kg/m (B3) Kg 9,909.90 WF - 350x175x7x11 - 49.6 kg/m (B4) Kg 2,577.96 WF - 250x125x6x9 - 29.6kg/m Kg 1,277.98 Frame beam lt15-lt RML elevasi +58.5 ke +65.07 WF - 400x400x8x13 - 66 kg/m (B3) Kg 900.90 WF - 350x175x7x11 - 49.6 kg/m (B4) Kg 236.84 WF - 250x125x6x9 - 29.6kg/m Kg 231.77 Frame beam lt15-lt RML elevasi +65.07 ke +68.17 WF - 400x400x8x13 - 66 kg/m (B3) Kg 1,092.30 WF - 350x175x7x11 - 49.6 kg/m (B4) Kg 385.09 WF - 250x125x6x9 - 29.6kg/m Kg 280.02 Vertical Bracing Lift WF - 400x400x8x13 - 66 kg/m (B3) Kg 16,717.80

Acsesoris Round bar D16mm Kg 116.60 Plate t=25mm Kg 534.92 plate joint Kg 7,347.82 Zinchromate Kg 44,086.94 Mur Baut HTB Kg 44,086.94 Anchor bolt M25 bh 24.00 Turnbucle M-5/8" bh 40.00

Sub Total 1 5,405,214,695.98 Sub Total 1 Jasa 7% 378,365,028.72 Jasa 7%

Sub Total 2 5,783,579,724.70 Sub Total 2 PPN 10% 578,357,972.47 PPN 10%

Grand Total 6,361,937,697.17 Grand Total DiBulatkan 6,361,937,000.00 DiBulatkan

RENCANA ANGGARAN BIAYA (RAB)

Penambahan Bangunan Baru dan Lift barangCipta DimensiHARGA SAT (RP) JUMLAH (RP)

911,010,000.00 7,688,000.00 7,688,000.00 205,380,000.00 205,380,000.00 18,695,000.00 18,695,000.00 352,650,000.00 352,650,000.00 9,000,000.00 9,000,000.00 144,700,000.00 144,700,000.00 6,250,000.00 6,250,000.00 14,650,000.00 14,650,000.00 41,000,000.00 41,000,000.00 32,500,000.00 32,500,000.00 15,000,000.00 15,000,000.00 39,497,000.00 39,497,000.00 11,600,000.00 11,600,000.00 2,400,000.00 2,400,000.00 10,000,000.00 10,000,000.00

12,019,000.00 300,000.00 4,224,000.00 5,795,000.00 5,795,000.00 20,000.00 2,000,000.00

660,363,944.00 13,825,900.00 608,339,600.00 11,050,000.00 11,050,000.00 168,400.00 7,409,600.00

- 241,600.00 2,959,600.00

872,000.00 5,345,360.00 280,800.00 17,036,136.00 241,600.00 2,930,608.00 872,000.00 5,293,040.00

249,657,452.00

1,054,100.00 156,860,621.00 1,054,100.00 505,968.00 1,116,900.00 18,171,963.00 6,012,300.00 6,012,300.00 - - 1,084,500.00 9,164,025.00 1,084,500.00 18,208,755.00 1,084,500.00 19,824,660.00 1,084,500.00 20,909,160.00

203,812,224.00 12,320.00 160,379,419.20 12,320.00 975,744.00 12,320.00 18,905,040.00 12,320.00 87,964.80 12,320.00 3,040,329.60 12,320.00 6,255,480.00 12,320.00 6,704,790.40 12,320.00 7,463,456.00

Included baja

24,196,542.50 65,650.00 7,095,452.00 65,650.00 315,120.00 125,710.00 9,728,696.90 81,380.00 93,587.00 81,380.00 861,000.40

81,380.00 1,935,216.40 81,380.00 2,041,824.20 81,380.00 2,125,645.60

105,202,552.00 182,390.00 11,672,960.00 182,390.00 12,849,375.50 182,390.00 22,249,756.10 182,390.00 27,641,204.50 182,390.00 30,789,255.90

qty owner qty owner 89,222,154.00

15,810.00 41,634,054.00 15,810.00 47,588,100.00

qty owner 293,498,900.90

15,810.00 49,960,864.80 15,810.00 57,105,720.00

15,540.00 51,462,574.80 15,540.00 47,321,009.40 15,540.00 5,501,470.80

14,920.00 9,634,590.00 14,920.00 42,804,435.60 590.00 13,358,136.90 460.00 10,414,818.60 114,140.00 5,935,280.00

qty owner 392,443,865.30

15,810.00 66,614,486.40 15,810.00 76,140,960.00

15,540.00 36,733,452.00 15,540.00 71,652,142.80 15,540.00 59,206,156.80 15,540.00 6,135,502.80 15,540.00 5,182,590.00

14,920.00 45,973,742.00 590.00 13,937,953.50 460.00 10,866,879.00

qty owner 391,745,364.80

15,810.00 66,614,486.40 15,810.00 76,140,960.00

15,540.00 29,992,977.00 15,540.00 71,639,400.00 15,540.00 60,270,646.80 15,540.00 16,435,104.00

14,920.00 45,891,383.60 590.00 13,912,990.60 460.00 10,847,416.40

qty owner 269,312,943.10

15,540.00 29,992,977.00 15,540.00 71,652,142.80 15,540.00 60,270,646.80 15,540.00 16,435,104.00

15,540.00 17,479,392.00

15,540.00 7,606,363.80 15,540.00 943,433.40 15,540.00 8,607,295.20 16,310.00 7,514,832.50

14,920.00 31,704,701.60 590.00 9,611,973.20 460.00 7,494,080.80

- qty owner qty owner qty owner qty owner qty owner qty owner

qty owner 730,488,855.80

15,540.00 33,076,890.00 15,540.00 5,416,311.60

- 15,540.00 153,999,846.00 15,540.00 40,061,498.40 15,540.00 19,859,809.20

- 15,540.00 13,999,986.00 15,540.00 3,680,493.60 15,540.00 3,601,705.80

- 15,540.00 16,974,342.00 15,540.00 5,984,298.60 15,540.00 4,351,510.80

- 15,540.00 259,794,612.00

- 13,640.00 1,590,424.00 14,920.00 7,981,006.40 14,920.00 109,629,474.40 590.00 26,011,294.60 460.00 20,279,992.40 114,140.00 2,739,360.00 36,400.00 1,456,000.00

- Sub Total 1 4,332,973,798.40

Jasa 7% 303,308,165.89 Sub Total 2 4,636,281,964.29

PPN 10% 463,628,196.43 Grand Total 5,099,910,160.72 DiBulatkan 5,099,910,000.00


NO ITEM PEKERJAANKontraktor

SAT VOL HARGA SAT (RP) JUMLAH (RP)A Pekerjaan Persiapan / Preliminaries1 Pengukuran dan bouwplank. Ls 1.00 - 2 Manajemen Proyek & biaya administrasi Ls 1.00 - 3 Kantor proyek & gudang Ls 1.00 - 4 Peralatan utama & bantu Ls 1.00 - 5 Pengadaan sumber air bersih Ls 1.00 - 6 Pengadaan tenaga listrik & penerangan malam hari Ls 1.00 - 7 Pengadaan saluran telepon Ls 1.00 - 8 Pengadaan gambar dan laporan Ls 1.00 - 9 Keamanan proyek Ls 1.00 -

10 Kebersihan proyek Ls 1.00 - 11 Peraturan - peraturan pemerintah setempat Ls 1.00 - 12 Alat - alat keselamatan kerja & P 3 K Ls 1.00 - 13 Asuransi pekerja Ls 1.00 -

B Pekerjaan Bobokan 1 Pek. Bobokan Ramp m3 14.08 - 2 Pek. Bobokan & galian Lantai untuk Pilecap dan Tie beam Ls 1.00 -

C Pekerjaan Pondasi Strauss Pile Diameter 50 cm,H=20 M 1 Pekerjaan Pondasi Strauss Pile Diameter 50 cm,H=20 M Ttk 44.00 - 2 PIT Test Ls 1.00 - 3 Bobokan Pondasi Ttk 44.00 -

D Pekerjaan Beton K 350

1 Pile cap & Tiebeam m3 17.30 - a Pile cap m3 18.45 - b Tie beam m3 15.75 - 2 Kolom Beton LG ls 1.00 - 3 Cor Bekas bobokan m3 0.77 - 4 Pelat lantai 1 m3 8.40 - 5 Pelat lantai Mezzanin m3 16.09 - 6 Pelat lantai 2 m3 17.17 - 7 Pelat lantai 3 m3 18.33 - 8 Pelat lantai 4 & Atap Ruang Mesin Lift

E

1 Pile cap Kg 2,034.46 - 2 Tie beam Kg 1,820.42 - 3 Kolom Beton LG Kg 8,235.77 - 4 Pelat lantai 1 Kg 7.14 - 5 Pelat lantai Mezzanin Kg 78.12 - 6 Pelat lantai 2 Kg 149.68 - 7 Pelat lantai 3 Kg 159.72 - 8 Pelat lantai 4 & Atap Mesin Lift Kg 259.72 - 9 Angkur Kolom D 25 Bh 42.00 -

F Bekisting 1 Pile cap m2 69.21 - 2 Tie beam m2 73.80 - 3 Kolom Beton LG m2 101.60 - 4 Perimeter Pelat lantai 1 m2 1.15 - 5 Perimeter Pelat lantai Mezzanin m2 12.60 - 6 Perimeter Pelat lantai 2 m2 24.14 - 7 Perimeter Pelat lantai 3 m2 25.76 - 8 Perimeter Pelat lantai 4 m2 27.49 -


G Pekerjaan Struktur Baja dan Steel Deck 1 Steel deck t.0.75mm termasuk shear conector dia 13-300mm a lantai 1 m2 6.40 - b lantai Mezzanin m2 70.00 - c lantai 2 m2 134.12 - d lantai 3 m2 143.12 - e lantai 4 dan atap mesin lift m2 152.40

2 Kolom Baja HB a lantai LG Kg 2,064.00 - b lantai 1 m2 3,265.40 - c lantai Mezzanin Kg 6,643.40 - d lantai 2 Kg 9,008.00 - e lantai 3 Kg 9,008.00 - f lantai 4-14 Kg 33,024.00 -

3 Balok Baja WF a lantai LG Kg 1,280.40 - b lantai Mezzanin Kg 7,640.40 - c lantai 2 Kg 11,227.46 - d lantai 3 Kg 11,080.00 - e lantai 4 Kg 11,080.00 - f lantai 5-14 Kg 14,374.80 -

4 Balok Baja WF pengaku hoist lift Kg 21,331.20 -


NO ITEM PEKERJAANPulau Intan Waskita Karya Cipta Dimensi SakaHARGA (RP) HARGA (RP) HARGA (RP) HARGA (RP)

A Pekerjaan Persiapan / Preliminaries 466,827,100.00 865,996,429.00 911,010,000.00 877,575,600.00 B Pekerjaan Sub Structure 1,674,342,000.00 719,146,844.00 1,150,045,360.00 1,005,222,594.43 C Pekerjaan Baja 3,494,191,045.00 4,812,433,342.00 2,261,408,609.00 3,894,563,925.00

Sub Total 1 5,635,360,145.00 6,397,576,615.00 4,322,463,969.00 5,777,362,119.43 Jasa Kontraktor 7% 394,475,210.15 447,830,363.05 302,572,477.83 404,415,348.36

Sub Total 2 6,029,835,355.15 6,845,406,978.05 4,625,036,446.83 6,181,777,467.79 PPN 10% 602,983,535.52 684,540,697.81 462,503,644.68 618,177,746.78

Grand Total 6,632,818,890.67 7,529,947,675.86 5,087,540,091.51 6,799,955,214.57


NO ITEM PEKERJAANPulau Intan Waskita Karya Cipta Dimensi SakaHARGA (RP) HARGA (RP) HARGA (RP) HARGA (RP)

A Pekerjaan Persiapan / Preliminaries 443,485,745.00 865,996,429.00 911,010,000.00 877,575,600.00 B Pekerjaan Sub Structure 1,590,624,900.00 719,146,844.00 1,150,045,360.00 1,005,222,594.43 C Pekerjaan Baja 3,319,481,492.75 4,812,433,342.00 2,261,408,609.00 3,894,563,925.00

Sub Total 1 5,353,592,137.75 6,397,576,615.00 4,322,463,969.00 5,777,362,119.43 Jasa Kontraktor 7% 374,751,449.64 447,830,363.05 302,572,477.83 404,415,348.36

Sub Total 2 5,728,343,587.39 6,845,406,978.05 4,625,036,446.83 6,181,777,467.79 PPN 10% 572,834,358.74 684,540,697.81 462,503,644.68 618,177,746.78

Grand Total 6,301,177,946.13 7,529,947,675.86 5,087,540,091.51 6,799,955,214.57

R0

NRCHARGA (RP)

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R1

NRCHARGA (RP)

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Documents

Analisa Biaya Struktur