lembar taksiran 0902 revisi baru

RANGKUMAN TAKSIRAN AKHIR BERDASAR JENIS PEKERJAANWHOTEL PROJECT

PERIODE FEB'09ANGGARAN BIAYA TAKSIRAN SAMPAI PROYEK SELESAI

KODE URAIAN PEKERJAAN AWAL PERUBAHAN REVISI PEMBUKUAN BULAN BULAN SELISIHPEKERJAAN (SI/VO) TERAKHIR AKHIR JAN09 INI LALU

01 Pembongkaran 0 2,320,000 2,320,000 0 2,320,000 2,320,000 0 02 Pekerjaan Tanah 61,422,850 144,141,750 205,564,600 0 205,564,600 205,564,600 0 11 Bekisting 1,891,655,947 329,087,365 2,220,743,312 0 2,220,743,312 2,220,743,312 0 13 Pembesian 7,831,905,985 1,145,705,779 8,977,611,764 0 8,977,611,764 8,977,611,764 0 15 Pengecoran Ready Mix 4,540,035,825 723,233,320 5,263,269,145 0 5,263,269,145 5,263,269,145 0 17 Pasangan & Plasteran 7,419,264,500 0 7,419,264,500 0 7,419,264,500 7,419,264,500 0 18 Baja Struktur 3,031,506,190 0 3,031,506,190 0 3,031,506,190 3,031,506,190 0 26 Jalan & Saluran 0 0 0 0 0 0 0 31 Pintu/Jendela/Kaca/Partisi 13,406,394,945 0 13,406,394,945 0 13,406,394,945 13,406,394,945 0 33 Keramik/Marmer 1,157,738,350 0 1,157,738,350 0 1,157,738,350 1,157,738,350 0 34 Finishing Pekerjaan Lantai 1,690,214,291 40,205,869 1,730,420,160 0 1,730,420,160 1,730,420,160 0 37 Plafon 977,435,325 0 977,435,325 0 977,435,325 977,435,325 0 38 Insulasi / Waterproofing 2,389,137,892 245,682,000 2,634,819,892 0 2,634,819,892 2,634,819,892 0 42 Besi Non Struktur 384,004,512 0 384,004,512 0 384,004,512 384,004,512 0 47 Pengecatan 827,939,201 945,400 828,884,601 0 828,884,601 828,884,601 0 49 Furnishing 172,367,442 0 172,367,442 0 172,367,442 172,367,442 0 52 Mekanikal & Electrical 0 715,000 715,000 0 715,000 715,000 0 59 Pekerjaan Sanitasi 19,802,790 0 19,802,790 0 19,802,790 19,802,790 0 66 Provisional Sum / Provisi 13,492,900,000 0 13,492,900,000 0 13,492,900,000 13,492,900,000 0 75 Peralatan 2,011,898,207 34,127,829 2,046,026,036 0 2,046,026,036 2,046,026,036 0 76 Alat Bantu/Perkakas & Konsumsinya 662,244,993 52,706,733 714,951,726 0 714,951,726 714,951,726 0 81 Staff 1,150,651,950 0 1,150,651,950 0 1,150,651,950 1,150,651,950 0 83 Operasional Kantor 523,926,100 0 523,926,100 0 523,926,100 523,926,100 0 86 Tenaga Harian Umum 171,867,000 0 171,867,000 0 171,867,000 171,867,000 0 88 Biaya Bank & Provisi Asuransi 111,500,000 0 111,500,000 0 111,500,000 111,500,000 0 91 Sarana Fasilitas Proyek 262,577,000 1,472,000 264,049,000 0 264,049,000 264,049,000 0 93 Jasa Pihak Luar 63,973,000 0 63,973,000 0 63,973,000 63,973,000 0 97 Pemeliharaan dan Perawatan 150,000,000 0 150,000,000 0 150,000,000 150,000,000 0 99 Cadangan Risiko 2,341,617,274 0 2,341,617,274 0 2,341,617,274 2,341,617,274 0

TOTAL 66,743,981,569 2,720,343,045 69,464,324,614 0 69,464,324,614 69,464,324,614

RANGKUMAN TAKSIRAN AKHIR BERDASAR KODE BIAYAWHOTEL PROJECT

PERIODE FEB'09ANGGARAN BIAYA TAKSIRAN SAMPAI PROYEK SELESAI

KODE URAIAN BIAYA AWAL PERUBAHAN REVISI PEMBUKUAN BULAN BULAN SELISIHBIAYA (SI/VO) TERAKHIR AKHIR JAN09 INI LALU

00.01.1 Upah Pembongkaran 0 2,320,000 2,320,000 0 2,320,000 2,320,000 0 00.02.1 Upah Pekerjaan Tanah 13,583,500 1,447,215 15,030,715 0 15,030,715 15,030,715 0 20.02.1 Material Tanah 22,414,350 2,627,100 25,041,450 0 25,041,450 25,041,450 0 50.02.1 Subkon Tanah 25,425,000 140,067,435 165,492,435 0 165,492,435 165,492,435 0 00.11.1 Upah Bekisting 877,796,867 160,451,430 1,038,248,297 0 1,038,248,297 1,038,248,297 0 30.11.1 Material Kayu 391,037,500 78,155,000 469,192,500 0 469,192,500 469,192,500 0 30.11.2 Material Plywood 609,605,780 87,839,135 697,444,915 0 697,444,915 697,444,915 0 30.11.6 Material Paku/Curing Compund 13,215,800 2,641,800 15,857,600 0 15,857,600 15,857,600 0 00.13.1 Upah Pembesian 625,121,124 122,282,504 747,403,628 0 747,403,628 747,403,628 0 20.13.1 Material Besi 7,206,784,861 1,023,423,275 8,230,208,136 0 8,230,208,136 8,230,208,136 0 00.15.1 Upah Pengecoran 204,746,385 21,411,460 226,157,845 0 226,157,845 226,157,845 0 20.15.0 Material Beton 4,335,289,440 701,821,860 5,037,111,300 0 5,037,111,300 5,037,111,300 0 00.17.1 Upah Pasangan & Plasteran 2,420,279,300 0 2,420,279,300 0 2,420,279,300 2,420,279,300 0 20.17.1 Material Bata 3,005,651,000 0 3,005,651,000 0 3,005,651,000 3,005,651,000 0 20.17.4 Material Pasir & Batu 422,719,000 0 422,719,000 0 422,719,000 422,719,000 0 20.17.5 Material Semen 1,570,615,200 0 1,570,615,200 0 1,570,615,200 1,570,615,200 0 50.18.1 Subkon Baja Struktur 3,031,506,190 0 3,031,506,190 0 3,031,506,190 3,031,506,190 0 00.26.1 Upah Jalan & Saluran 0 0 0 0 0 0 0 20.26.1 Material Jalan & Saluran 0 0 0 0 0 0 0 00.31.1 Upah Pintu & Jendela 0 0 0 0 0 0 0 20.31.8 Material Kunci Pintu Jendela 0 0 0 0 0 0 0 50.31.1 Subkon Pintu/Jendela/Kaca/Partisi 13,406,394,945 0 13,406,394,945 0 13,406,394,945 13,406,394,945 0 00.33.1 Upah Pasang Keramik/Marmer 0 0 0 0 0 0 0 50.33.1 Subkon Keramik/Tiles 1,157,738,350 0 1,157,738,350 0 1,157,738,350 1,157,738,350 0 50.34.1 Subkon Pekerjaan Lantai 1,690,214,291 39,159,369 1,729,373,660 0 1,729,373,660 1,729,373,660 0 50.34.6 Subkon Anti Rayap 0 1,046,500 1,046,500 0 1,046,500 1,046,500 0 50.37.1 Subkon Plafon 977,435,325 0 977,435,325 0 977,435,325 977,435,325 0 50.38.1 Subkon Insulasi 482,670,460 0 482,670,460 0 482,670,460 482,670,460 0 50.38.2 Subkon Waterproofing 1,906,467,432 245,682,000 2,152,149,432 0 2,152,149,432 2,152,149,432 0 20.42.1 Material Besi Non Struktur 0 0 0 0 0 0 0 50.42.1 Subkon Besi Non Struktur 384,004,512 0 384,004,512 0 384,004,512 384,004,512 0 50.47.1 Subkon Cat 827,939,201 945,400 828,884,601 0 828,884,601 828,884,601 0 50.49.1 Subkon Furnishing 172,367,442 0 172,367,442 0 172,367,442 172,367,442 0 20.52.1 Material Mekanikal & Electrical 0 715,000 715,000 0 715,000 715,000 0 50.52.1 Subkon Mekanikal & Electrical 0 0 0 0 0 0 0 00.59.1 Pemasangan Material Sanitary Ware 19,802,790 0 19,802,790 0 19,802,790 19,802,790 0 53.66.0 Provisional Sum 12,700,000,000 0 12,700,000,000 0 12,700,000,000 12,700,000,000 0 53.66.1 Biaya Koordinasi Pekerjaan 792,900,000 0 792,900,000 0 792,900,000 792,900,000 0 30.75.8 Material Bahan Bakar 521,932,950 0 521,932,950 0 521,932,950 521,932,950 0 40.75.4 Sewa Alat 1,489,965,257 34,127,829 1,524,093,086 0 1,524,093,086 1,524,093,086 0 30.76.5 Sewa Scaffolding 395,173,993 52,706,733 447,880,726 0 447,880,726 447,880,726 0 30.76.7 Material Alat Bantu 267,071,000 0 267,071,000 0 267,071,000 267,071,000 0 10.81.3 Gaji Staff 1,150,651,950 0 1,150,651,950 0 1,150,651,950 1,150,651,950 0 30.83.7 Material Safety 66,481,100 0 66,481,100 0 66,481,100 66,481,100 0 60.83.4 Biaya Alat Kantor 19,600,000 0 19,600,000 0 19,600,000 19,600,000 0 60.83.5 Biaya Jamuan/Kunjungan 80,000,000 0 80,000,000 0 80,000,000 80,000,000 0 60.83.6 Biaya Telepon/Listrik/Air 191,181,000 0 191,181,000 0 191,181,000 191,181,000 0 60.83.7 Biaya Perjalanan Dinas 37,500,000 0 37,500,000 0 37,500,000 37,500,000 0 60.83.9 Biaya Buang Sampah/Puing 129,164,000 0 129,164,000 0 129,164,000 129,164,000 0 00.86.1 Upah Tenaga Harian 171,867,000 0 171,867,000 0 171,867,000 171,867,000 0 60.88.4 Biaya Transaksi Bank 2,500,000 0 2,500,000 0 2,500,000 2,500,000 0 60.88.7 Biaya Asuransi 109,000,000 0 109,000,000 0 109,000,000 109,000,000 0 30.91.1 Material Site Instalasi 262,577,000 1,472,000 264,049,000 0 264,049,000 264,049,000 0 60.93.5 Biaya Pengetesan 63,973,000 0 63,973,000 0 63,973,000 63,973,000 0 63.97.0 Biaya Pemeliharaan dan Perawatan 150,000,000 0 150,000,000 0 150,000,000 150,000,000 0 63.99.2 Biaya Cadangan Risiko 2,341,617,274 0 2,341,617,274 0 2,341,617,274 2,341,617,274 0

TOTAL 66,743,981,569 2,720,343,045 69,464,324,614 0 69,464,324,614 69,464,324,614

3 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0901 PROYEK WHOTEL PEKERJAAN BONGKARAN HAL

RUN DATE : 18-Apr-2023

BIAYA URAIAN TAKSIRAN ANGGARAN TAKSIRAN SAMPAI PROYEK SELESAIKODE URAIAN BIAYA PEMBUKUAN DESKRIPSI QUANTITY SATUAN HARGA JUMLAH AWAL PERUBAHAN REVISI BULAN BULAN SELISIHBIAYA AKHIR JAN09 SATUAN RP TERAKHIR INI LALU [B-A]

00.01.1 Upah Pembongkaran 0 Anggaran Awal 0 ls 0 0 0 2,320,000 2,320,000 2,320,000 2,320,000 0

Perubahan (Pekerjaan Tambah/Kurang)Pek. Bobok & pembersihan beton Kolom K2, uk. Ø 0.45x0.6 m SI 43 2 unit 200,000 400,000Pek. Bobok & pembersihan beton Kolom K1, uk. 0.3x1x0.6 m SI 43 8 unit 240,000 1,920,000

Biaya Pembukuan 1 ls 0 0

Subtotal 2,320,000

Total Worktype Pekerjaan Bongkaran 0 0 2,320,000 2,320,000 2,320,000 2,320,000 0

4 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0902 PROYEK WHOTEL PEKERJAAN TANAH HAL



00.02.1 Upah Pekerjaan Tanah 0 Anggaran Awal 0 ls 0 0 13,583,500 1,447,215 15,030,715 15,030,715 15,030,715 0upah pemadatan pasir 4.1.1.A 28 m2 3,500 98,000upah pemadatan pasir 4.2.5.A 730 m2 3,500 2,555,000upah pemadatan pasir 4.2.7.A 95 m2 3,500 332,500upah pemadatan pasir 4.3.1.A 1,505 m2 3,500 5,267,500upah pemadatan pasir 4.3.1.B 1,523 m2 3,500 5,330,500

Perubahan (Pekerjaan Tambah/Kurang)upah pemadatan pasir SI 42 346 m2 3,500 1,211,280upah pemadatan pasir SI 43 41 m2 3,500 144,935upah pemadatan pasir SI 73 26 m2 3,500 91,000


Subtotal 15,030,715

20.02.1 Material Tanah 0 Anggaran Awal 0 ls 0 0 22,414,350 2,627,100 25,041,450 25,041,450 25,041,450 0pasir urug 4.1.1.A 2 m3 105,000 161,700pasir urug 4.2.5.A 40 m3 105,000 4,215,750pasir urug 4.2.7.A 5 m3 105,000 549,150pasir urug 4.3.1.A 83 m3 105,000 8,691,900pasir urug 4.3.1.B 84 m3 105,000 8,795,850

Perubahan (Pekerjaan Tambah/Kurang)pasir urug SI 42 19 m3 105,000 1,998,150pasir urug SI 43 5 m3 105,000 478,800pasir urug SI 73 1 m3 105,000 150,150


Subtotal 25,041,450

50.02.1 Subkon Tanah 0 Anggaran Awal 0 ls 0 0 25,425,000 140,067,435 165,492,435 165,492,435 165,492,435 0buang tanah galian 2.1.2.G 1,130 m3 22,500 25,425,000

Perubahan (Pekerjaan Tambah/Kurang)buang tanah galian SI 01B 55 m3 22,500 1,245,375buang tanah galian SI 55 41 m3 22,500 927,000excavation to stp,<1.5m deep SI 42 1,060 m3 25,000 26,499,750Galian tanah sloof SI 43 91 m3 25,000 2,275,250backfilling galian SI 11 1,377 m3 33,500 46,130,170Peninggian elevasi SI 42 1,839 m3 33,500 61,617,890Compacted limestone layer, 300mm thick, under slab SI 61 8 m3 175,000 1,372,000


Subtotal 165,492,435

Total Worktype Pekerjaan Tanah 0 61,422,850 144,141,750 205,564,600 205,564,600 205,564,600 0

5 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0911 PROYEK WHOTEL PEKERJAAN BEKISTING HAL



00.11.1 Upah Bekisting 0 Anggaran Awal 0 ls 0 0 877,796,867 160,451,430 1,038,248,297 1,038,248,297 1,038,248,297 0upah pasang volclay rx101 2.2.3.G 390 m 10,000 3,900,000upah pasang volclay rx101 4.2.7.J 21 m 10,000 210,000upah pasang volclay rx101 4.3.1.M 514 m 10,000 5,140,000upah bongkar pasang bekisting 2.2.2.R 329 m2 30,000 9,870,000upah bongkar pasang bekisting 2.3.1.I 5 m2 30,000 150,000upah bongkar pasang bekisting 2.3.1.J 27 m2 30,000 810,000upah bongkar pasang bekisting 2.3.1.K 60 m2 30,000 1,800,000upah bongkar pasang bekisting 3.1.3.F 210 m2 30,000 6,300,000upah bongkar pasang bekisting 3.1.3.G 47 m2 30,000 1,410,000upah bongkar pasang bekisting 3.2.1.G 42 m2 30,000 1,260,000upah bongkar pasang bekisting 3.2.1.H 260 m2 30,000 7,800,000upah bongkar pasang bekisting 3.2.1.i 318 m2 30,000 9,540,000upah bongkar pasang bekisting 4.2.5.K 133 m2 30,000 3,990,000upah bongkar pasang bekisting 2.2.2.Q 667 m2 32,400 21,610,800upah bongkar pasang bekisting 3.1.3.D 15,271 m2 32,400 494,780,400upah bongkar pasang bekisting 4.2.7.F 15 m2 32,400 486,000upah bongkar pasang bekisting 2.2.2.L 204 m2 34,134 6,963,283upah bongkar pasang bekisting 2.2.2.M 36 m2 34,134 1,228,815upah bongkar pasang bekisting 2.2.2.P 285 m2 34,134 9,728,116upah bongkar pasang bekisting 3.1.3.A 5,547 m2 34,134 189,339,848upah bongkar pasang bekisting 3.1.3.B 567 m2 34,134 19,353,830upah bongkar pasang bekisting 3.1.3.C 565 m2 34,134 19,285,562upah bongkar pasang bekisting 4.1.1.G 26 m2 34,134 887,477upah bongkar pasang bekisting 4.2.3.F 114 m2 34,134 3,891,246upah bongkar pasang bekisting 4.2.5.J 452 m2 34,134 15,428,450upah bongkar pasang bekisting 4.2.7.G 78 m2 34,134 2,662,432upah bongkar pasang bekisting 4.3.1.J 1,171 m2 34,134 39,970,608

Perubahan (Pekerjaan Tambah/Kurang)upah bongkar pasang bekisting SI 01B 1,439 m2 30,000 43,161,600upah bongkar pasang bekisting SI 01B 577 m2 30,000 17,317,800upah bongkar pasang bekisting SI 01B 10 m2 30,000 310,500upah bongkar pasang bekisting SI 15 51 m2 30,000 1,515,900upah bongkar pasang bekisting SI 15 288 m2 30,000 8,637,900upah bongkar pasang bekisting SI 42 1,737 m2 30,000 52,104,600upah bongkar pasang bekisting SI 43 135 m2 30,000 4,050,000upah bongkar pasang bekisting SI 46 47 m2 30,000 1,401,300upah bongkar pasang bekisting SI 55 73 m2 30,000 2,194,500upah bongkar pasang bekisting SI 55 5 m2 30,000 150,900upah bongkar pasang bekisting SI 61 20 m2 30,000 593,700upah bongkar pasang bekisting SI 61 69 m2 30,000 2,068,200upah bongkar pasang bekisting SI 73 10 m2 30,000 303,600upah bongkar pasang bekisting SI 73 48 m2 30,000 1,446,000upah bongkar pasang bekisting SI 73 48 m2 30,000 1,432,500upah bongkar pasang bekisting SI 73 10 m2 30,000 285,900upah bongkar pasang bekisting SI 73 129 m2 30,000 3,875,100upah bongkar pasang bekisting SI 73 112 m2 30,000 3,365,400upah bongkar pasang bekisting SI 73 10 m2 30,000 302,400upah bongkar pasang bekisting SI 01B 107 m2 34,134 3,649,238upah bongkar pasang bekisting SI 01B 249 m2 34,134 8,503,397upah bongkar pasang bekisting SI 06 92 m2 34,134 3,126,992upah bongkar pasang bekisting SI 07 7 m2 34,134 252,590upah bongkar pasang bekisting SI 13 12 m2 34,134 401,413


Subtotal 1,038,248,297

30.11.1 Material Kayu 0 Anggaran Awal 0 ls 0 0 391,037,500 78,155,000 469,192,500 469,192,500 469,192,500 0kayu bekisting 5/10 & 6/12 2.2.2.L 2 m3 1,750,000 3,010,000kayu bekisting 5/10 & 6/12 2.2.2.M 0 m3 1,750,000 525,000kayu bekisting 5/10 & 6/12 2.2.2.P 2 m3 1,750,000 4,217,500kayu bekisting 5/10 & 6/12 2.2.2.Q 6 m3 1,750,000 9,870,000kayu bekisting 5/10 & 6/12 2.2.2.R 3 m3 1,750,000 4,865,000kayu bekisting 5/10 & 6/12 2.3.1.I 0 m3 1,750,000 70,000kayu bekisting 5/10 & 6/12 2.3.1.J 0 m3 1,750,000 402,500kayu bekisting 5/10 & 6/12 2.3.1.K 1 m3 1,750,000 892,500kayu bekisting 5/10 & 6/12 3.1.3.A 47 m3 1,750,000 82,075,000kayu bekisting 5/10 & 6/12 3.1.3.B 5 m3 1,750,000 8,382,500kayu bekisting 5/10 & 6/12 3.1.3.C 5 m3 1,750,000 8,365,000kayu bekisting 5/10 & 6/12 3.1.3.D 129 m3 1,750,000 225,942,500kayu bekisting 5/10 & 6/12 3.1.3.F 2 m3 1,750,000 3,115,000




kayu bekisting 5/10 & 6/12 3.1.3.G 0 m3 1,750,000 700,000kayu bekisting 5/10 & 6/12 3.2.1.G 0 m3 1,750,000 630,000kayu bekisting 5/10 & 6/12 3.2.1.H 2 m3 1,750,000 3,850,000kayu bekisting 5/10 & 6/12 3.2.1.i 3 m3 1,750,000 4,707,500kayu bekisting 5/10 & 6/12 4.1.1.G 0 m3 1,750,000 385,000kayu bekisting 5/10 & 6/12 4.2.3.F 1 m3 1,750,000 1,680,000kayu bekisting 5/10 & 6/12 4.2.5.J 4 m3 1,750,000 6,685,000kayu bekisting 5/10 & 6/12 4.2.5.K 1 m3 1,750,000 1,960,000kayu bekisting 5/10 & 6/12 4.2.7.F 0 m3 1,750,000 227,500kayu bekisting 5/10 & 6/12 4.2.7.G 1 m3 1,750,000 1,155,000kayu bekisting 5/10 & 6/12 4.3.1.J 10 m3 1,750,000 17,325,000

Perubahan (Pekerjaan Tambah/Kurang)kayu bekisting 5/10 & 6/12 SI 01B 12 m3 1,750,000 21,280,000kayu bekisting 5/10 & 6/12 SI 01B 5 m3 1,750,000 8,540,000kayu bekisting 5/10 & 6/12 SI 01B 1 m3 1,750,000 1,575,000kayu bekisting 5/10 & 6/12 SI 01B 2 m3 1,750,000 3,692,500kayu bekisting 5/10 & 6/12 SI 01B 0 m3 1,750,000 157,500kayu bekisting 5/10 & 6/12 SI 06 1 m3 1,750,000 1,347,500kayu bekisting 5/10 & 6/12 SI 07 0 m3 1,750,000 105,000kayu bekisting 5/10 & 6/12 SI 13 0 m3 1,750,000 175,000kayu bekisting 5/10 & 6/12 SI 15 0 m3 1,750,000 752,500kayu bekisting 5/10 & 6/12 SI 15 2 m3 1,750,000 4,252,500kayu bekisting 5/10 & 6/12 SI 42 15 m3 1,750,000 25,690,000kayu bekisting 5/10 & 6/12 SI 43 1 m3 1,750,000 1,995,000kayu bekisting 5/10 & 6/12 SI 46 0 m3 1,750,000 682,500kayu bekisting 5/10 & 6/12 SI 55 1 m3 1,750,000 1,085,000kayu bekisting 5/10 & 6/12 SI 55 0 m3 1,750,000 70,000kayu bekisting 5/10 & 6/12 SI 61 0 m3 1,750,000 297,500kayu bekisting 5/10 & 6/12 SI 61 1 m3 1,750,000 1,015,000kayu bekisting 5/10 & 6/12 SI 73 0 m3 1,750,000 157,500kayu bekisting 5/10 & 6/12 SI 73 0 m3 1,750,000 717,500kayu bekisting 5/10 & 6/12 SI 73 0 m3 1,750,000 700,000kayu bekisting 5/10 & 6/12 SI 73 0 m3 1,750,000 140,000kayu bekisting 5/10 & 6/12 SI 73 1 m3 1,750,000 1,907,500kayu bekisting 5/10 & 6/12 SI 73 1 m3 1,750,000 1,662,500kayu bekisting 5/10 & 6/12 SI 73 0 m3 1,750,000 157,500



30.11.2 Material Plywood 0 Anggaran Awal 0 ls 0 0 609,605,780 87,839,135 697,444,915 697,444,915 697,444,915 0plywood 18mm 2.2.2.L 18 sh 191,500 3,391,465plywood 18mm 2.2.2.M 3 sh 191,500 599,395plywood 18mm 2.2.2.P 25 sh 191,500 4,737,710plywood 18mm 2.2.2.Q 58 sh 191,500 11,087,850plywood 18mm 2.2.2.R 29 sh 191,500 5,469,240plywood 18mm 2.3.1.I 0 sh 191,500 82,345plywood 18mm 2.3.1.J 2 sh 191,500 448,110plywood 18mm 2.3.1.K 5 sh 191,500 997,715plywood 18mm 2.5.1.A 30 sh 191,500 5,660,740plywood 18mm 2.6.1.A 70 sh 191,500 13,498,835plywood 18mm 3.1.3.A 482 sh 191,500 92,209,165plywood 18mm 3.1.3.B 49 sh 191,500 9,425,630plywood 18mm 3.1.3.C 49 sh 191,500 9,393,075plywood 18mm 3.1.3.D 1,326 sh 191,500 253,854,315plywood 18mm 3.1.3.F 18 sh 191,500 3,491,045plywood 18mm 3.1.3.G 4 sh 191,500 781,320plywood 18mm 3.2.1.G 4 sh 191,500 698,975plywood 18mm 3.2.1.H 23 sh 191,500 4,322,155plywood 18mm 3.2.1.i 28 sh 191,500 5,285,400plywood 18mm 3.4.1.A 100 sh 191,500 19,190,215plywood 18mm 3.5.1.A 666 sh 191,500 127,617,515plywood 18mm 4.1.1.G 2 sh 191,500 432,790plywood 18mm 4.2.3.F 10 sh 191,500 1,895,850plywood 18mm 4.2.5.J 39 sh 191,500 7,514,460plywood 18mm 4.2.5.K 12 sh 191,500 2,211,825plywood 18mm 4.2.6.D 14 sh 191,500 2,652,275plywood 18mm 4.2.7.F 1 sh 191,500 248,950plywood 18mm 4.2.7.G 7 sh 191,500 1,296,455plywood 18mm 4.2.7.K 9 sh 191,500 1,644,985plywood 18mm 4.3.1.J 102 sh 191,500 19,465,975




Perubahan (Pekerjaan Tambah/Kurang)plywood 18mm SI 01B 125 sh 191,500 23,916,435plywood 18mm SI 01B 50 sh 191,500 9,596,065plywood 18mm SI 01B 9 sh 191,500 1,777,120plywood 18mm SI 01B 22 sh 191,500 4,142,145plywood 18mm SI 01B 1 sh 191,500 172,350plywood 18mm SI 06 8 sh 191,500 1,522,425plywood 18mm SI 07 1 sh 191,500 122,560plywood 18mm SI 13 1 sh 191,500 195,330plywood 18mm SI 15 4 sh 191,500 840,685plywood 18mm SI 15 25 sh 191,500 4,785,585plywood 18mm SI 42 151 sh 191,500 28,872,455plywood 18mm SI 43 12 sh 191,500 2,244,380plywood 18mm SI 46 4 sh 191,500 775,575plywood 18mm SI 55 6 sh 191,500 1,216,025plywood 18mm SI 55 0 sh 191,500 84,260plywood 18mm SI 61 2 sh 191,500 329,380plywood 18mm SI 61 6 sh 191,500 1,145,170plywood 18mm SI 73 1 sh 191,500 168,520plywood 18mm SI 73 4 sh 191,500 800,470plywood 18mm SI 73 4 sh 191,500 792,810plywood 18mm SI 73 1 sh 191,500 158,945plywood 18mm SI 73 11 sh 191,500 2,146,715plywood 18mm SI 73 10 sh 191,500 1,865,210plywood 18mm SI 73 1 sh 191,500 168,520



30.11.6 Material Paku/Curing Compund 0 Anggaran Awal 0 ls 0 0 13,215,800 2,641,800 15,857,600 15,857,600 15,857,600 0curing compound 2.2.2.L 5 ltr 20,000 102,000curing compound 2.2.2.M 1 ltr 20,000 18,000curing compound 2.2.2.P 7 ltr 20,000 142,600curing compound 2.2.2.Q 17 ltr 20,000 333,600curing compound 2.2.2.R 8 ltr 20,000 164,600curing compound 2.3.1.I 0 ltr 20,000 2,600curing compound 2.3.1.J 1 ltr 20,000 13,600curing compound 2.3.1.K 2 ltr 20,000 30,000curing compound 3.1.3.A 139 ltr 20,000 2,773,600curing compound 3.1.3.B 14 ltr 20,000 283,600curing compound 3.1.3.C 14 ltr 20,000 282,600curing compound 3.1.3.D 382 ltr 20,000 7,635,600curing compound 3.1.3.F 5 ltr 20,000 105,000curing compound 3.1.3.G 1 ltr 20,000 23,600curing compound 3.2.1.G 1 ltr 20,000 21,000curing compound 3.2.1.H 7 ltr 20,000 130,000curing compound 3.2.1.i 8 ltr 20,000 159,000curing compound 4.1.1.G 1 ltr 20,000 13,000curing compound 4.2.3.F 3 ltr 20,000 57,000curing compound 4.2.5.J 11 ltr 20,000 226,000curing compound 4.2.5.K 3 ltr 20,000 66,600curing compound 4.2.7.F 0 ltr 20,000 7,600curing compound 4.2.7.G 2 ltr 20,000 39,000curing compound 4.3.1.J 29 ltr 20,000 585,600

Perubahan (Pekerjaan Tambah/Kurang)curing compound SI 01B 36 ltr 20,000 719,400curing compound SI 01B 14 ltr 20,000 288,600curing compound SI 01B 3 ltr 20,000 53,400curing compound SI 01B 6 ltr 20,000 124,600curing compound SI 01B 0 ltr 20,000 5,200curing compound SI 06 2 ltr 20,000 45,800curing compound SI 07 0 ltr 20,000 3,600curing compound SI 13 0 ltr 20,000 5,800curing compound SI 15 1 ltr 20,000 25,200curing compound SI 15 7 ltr 20,000 144,000curing compound SI 42 43 ltr 20,000 868,400curing compound SI 43 3 ltr 20,000 67,600curing compound SI 46 1 ltr 20,000 23,400curing compound SI 55 2 ltr 20,000 36,600curing compound SI 55 0 ltr 20,000 2,600curing compound SI 61 0 ltr 20,000 9,800curing compound SI 61 2 ltr 20,000 34,400




curing compound SI 73 0 ltr 20,000 5,000curing compound SI 73 1 ltr 20,000 24,200curing compound SI 73 1 ltr 20,000 23,800curing compound SI 73 0 ltr 20,000 4,800curing compound SI 73 3 ltr 20,000 64,600curing compound SI 73 3 ltr 20,000 56,000curing compound SI 73 0 ltr 20,000 5,000


Subtotal 15,857,600

Total Worktype Pekerjaan Bekisting 0 1,891,655,947 329,087,365 2,220,743,312 2,220,743,312 2,220,743,312 0

9 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0913 PROYEK WHOTEL PEKERJAAN PEMBESIAN HAL



00.13.1 Upah Pembesian 0 Anggaran Awal 0 ls 0 0 625,121,124 122,282,504 747,403,628 747,403,628 747,403,628 0upah pembesian 2.2.1.L 778 kg 850 661,300upah pembesian 2.2.2.A 265 kg 850 225,250upah pembesian 2.2.2.B 216 kg 850 183,600upah pembesian 2.2.2.C 897 kg 850 762,450upah pembesian 2.2.2.D 862 kg 850 732,700upah pembesian 2.2.2.E 18,276 kg 850 15,534,600upah pembesian 2.2.2.F 2,837 kg 850 2,411,450upah pembesian 2.2.2.G 263 kg 850 223,550upah pembesian 2.2.2.H 2,500 kg 850 2,125,000upah pembesian 2.2.2.I 2,329 kg 850 1,979,650upah pembesian 2.2.2.J 1,886 kg 850 1,603,100upah pembesian 2.2.2.K 2,687 kg 850 2,283,950upah pembesian 2.3.1.C 14 kg 850 11,900upah pembesian 2.3.1.D 67 kg 850 56,950upah pembesian 2.3.1.E 61 kg 850 51,850upah pembesian 2.3.1.F 374 kg 850 317,900upah pembesian 3.1.1.H 23,947 kg 850 20,354,950upah pembesian 3.1.1.I 10,875 kg 850 9,243,750upah pembesian 3.1.1.J 37,345 kg 850 31,743,250upah pembesian 3.1.1.K 20,017 kg 850 17,014,450upah pembesian 3.1.1.L 467 kg 850 396,848upah pembesian 3.1.1.M 98,025 kg 850 83,321,250upah pembesian 3.1.1.N 2,553 kg 850 2,170,050upah pembesian 3.1.1.O 1,030 kg 850 875,500upah pembesian 3.1.1.P 991 kg 850 842,350upah pembesian 3.1.1.Q 7,397 kg 850 6,287,450upah pembesian 3.1.1.R 916 kg 850 778,600upah pembesian 3.1.1.S 6,181 kg 850 5,253,850upah pembesian 3.1.2.A 166,658 kg 850 141,659,300upah pembesian 3.1.2.B 6,507 kg 850 5,530,950upah pembesian 3.1.2.C 7,683 kg 850 6,530,550upah pembesian 3.1.2.D 45,046 kg 850 38,289,100upah pembesian 3.1.2.E 9,996 kg 850 8,496,600upah pembesian 3.1.2.F 46,467 kg 850 39,496,950upah pembesian 3.1.2.G 42,629 kg 850 36,234,650upah pembesian 3.1.2.H 39,905 kg 850 33,919,250upah pembesian 3.1.2.I 55,023 kg 850 46,769,550upah pembesian 3.1.2.P 975 kg 850 828,750upah pembesian 3.1.2.Q 300 kg 850 255,000upah pembesian 3.2.1.C 112 kg 850 95,200upah pembesian 3.2.1.D 535 kg 850 454,750upah pembesian 3.2.1.E 490 kg 850 416,500upah pembesian 3.2.1.F 3,768 kg 850 3,202,800upah pembesian 4.1.1.D 1,990 kg 850 1,691,500upah pembesian 4.1.1.E 1,645 kg 850 1,398,250upah pembesian 4.2.3.C 2,495 kg 850 2,120,750upah pembesian 4.2.3.D 800 kg 850 680,000upah pembesian 4.2.3.E 700 kg 850 595,000upah pembesian 4.2.5.F 9,000 kg 850 7,650,000upah pembesian 4.2.5.G 3,815 kg 850 3,242,750upah pembesian 4.2.5.H 3,600 kg 850 3,060,000upah pembesian 4.2.5.I 131 kg 850 111,376upah pembesian 4.2.7.D 1,830 kg 850 1,555,500upah pembesian 4.2.7.E 4,236 kg 850 3,600,600upah pembesian 4.3.1.G 22,250 kg 850 18,912,500upah pembesian 4.3.1.H 10,555 kg 850 8,971,750upah pasang wire mesh m8 4.3.1.I 1,523 m2 1,250 1,903,750

Perubahan (Pekerjaan Tambah/Kurang)upah pembesian SI 01B 8,079 kg 850 6,867,422upah pembesian SI 01B 8,079 kg 850 6,867,422upah pembesian SI 01B 1,034 kg 850 878,900upah pembesian SI 01B 107 kg 850 91,086upah pembesian SI 01B 2 kg 850 1,675upah pembesian SI 01B 2 kg 850 1,870upah pembesian SI 01B 13 kg 850 10,923upah pembesian SI 01B 1,683 kg 850 1,430,873upah pembesian SI 01B 748 kg 850 635,477upah pembesian SI 01B 1,632 kg 850 1,386,792upah pembesian SI 01B 1,345 kg 850 1,142,970upah pembesian SI 01B 43 kg 850 36,338upah pembesian SI 06 3,044 kg 850 2,587,026




upah pembesian SI 07 622 kg 850 528,930upah pembesian SI 13 34 kg 850 29,019upah pembesian SI 15 3,583 kg 850 3,045,406upah pembesian SI 42 18,719 kg 850 15,911,431upah pembesian SI 42 27,895 kg 850 23,710,878upah pembesian SI 43 3,841 kg 850 3,265,139upah pembesian SI 46 478 kg 850 405,952upah pembesian SI 46 2,729 kg 850 2,319,744upah pembesian SI 55 64 kg 850 54,137upah pembesian SI 55 37 kg 850 31,697upah pembesian SI 55 553 kg 850 469,990upah pembesian SI 61 448 kg 850 380,664upah pembesian SI 61 1,582 kg 850 1,344,802upah pembesian SI 61 1,582 kg 850 1,344,802upah pembesian SI 73 856 kg 850 727,923upah pembesian SI 73 559 kg 850 475,176upah pembesian SI 73 1,237 kg 850 1,051,059upah pembesian SI 73 131 kg 850 110,942upah pembesian SI 73 1,655 kg 850 1,407,005upah pembesian SI 73 1,788 kg 850 1,519,732upah pembesian SI 73 482 kg 850 409,301Pek. Bor + Injeksi besi dinding SI 73 50 no 100,000 5,000,000Pek. Bor + Injeksi besi pelat lantai basement SI 73 274 no 100,000 27,400,000Pek. Bor + Injeksi besi pondasi SI 73 94 no 100,000 9,400,000



20.13.1 Material Besi 0 Anggaran Awal 0 ls 0 0 7,206,784,861 1,023,423,275 8,230,208,136 8,230,208,136 8,230,208,136 0besi beton 2.2.1.L 817 kg 8,408 6,868,495besi beton 2.2.2.A 278 kg 8,408 2,339,526besi beton 2.2.2.B 227 kg 8,408 1,906,934besi beton 2.2.2.C 942 kg 8,408 7,919,075besi beton 2.2.2.D 905 kg 8,408 7,610,081besi beton 2.2.2.E 19,190 kg 8,408 161,347,838besi beton 2.2.2.F 2,979 kg 8,408 25,046,171besi beton 2.2.2.G 276 kg 8,408 2,321,869besi beton 2.2.2.H 2,625 kg 8,408 22,071,000besi beton 2.2.2.I 2,445 kg 8,408 20,561,344besi beton 2.2.2.J 1,980 kg 8,408 16,650,362besi beton 2.2.2.K 2,821 kg 8,408 23,721,911besi beton 2.3.1.C 15 kg 8,408 123,598besi beton 2.3.1.D 70 kg 8,408 591,503besi beton 2.3.1.E 64 kg 8,408 538,532besi beton 2.3.1.F 393 kg 8,408 3,301,822besi beton 2.5.1.A 2,350 kg 8,408 19,759,136besi beton 2.6.1.A 5,605 kg 8,408 47,125,915besi beton 3.1.1.H 25,144 kg 8,408 211,413,695besi beton 3.1.1.I 11,419 kg 8,408 96,008,850besi beton 3.1.1.J 39,212 kg 8,408 329,696,598besi beton 3.1.1.K 21,018 kg 8,408 176,718,083besi beton 3.1.1.L 490 kg 8,408 4,121,854besi beton 3.1.1.M 102,926 kg 8,408 865,403,910besi beton 3.1.1.N 2,681 kg 8,408 22,538,905besi beton 3.1.1.O 1,082 kg 8,408 9,093,252besi beton 3.1.1.P 1,041 kg 8,408 8,748,944besi beton 3.1.1.Q 7,767 kg 8,408 65,303,675besi beton 3.1.1.R 962 kg 8,408 8,086,814besi beton 3.1.1.S 6,490 kg 8,408 54,568,340besi beton 3.1.2.A 174,991 kg 8,408 1,471,323,487besi beton 3.1.2.B 6,832 kg 8,408 57,446,399besi beton 3.1.2.C 8,067 kg 8,408 67,828,597besi beton 3.1.2.D 47,298 kg 8,408 397,684,106besi beton 3.1.2.E 10,496 kg 8,408 88,248,686besi beton 3.1.2.F 48,790 kg 8,408 410,229,263besi beton 3.1.2.G 44,760 kg 8,408 376,345,864besi beton 3.1.2.H 41,900 kg 8,408 352,297,302besi beton 3.1.2.I 57,774 kg 8,408 485,765,053besi beton 3.1.2.P 1,024 kg 8,408 8,607,690besi beton 3.1.2.Q 315 kg 8,408 2,648,520besi beton 3.2.1.C 118 kg 8,408 988,781besi beton 3.2.1.D 562 kg 8,408 4,723,194




besi beton 3.2.1.E 515 kg 8,408 4,325,916besi beton 3.2.1.F 3,956 kg 8,408 33,265,411besi beton 3.4.1.A 7,967 kg 8,408 66,989,479besi beton 3.5.1.A 52,985 kg 8,408 445,493,676besi beton 4.1.1.D 2,090 kg 8,408 17,568,516besi beton 4.1.1.E 1,727 kg 8,408 14,522,718besi beton 4.2.3.C 2,620 kg 8,408 22,026,858besi beton 4.2.3.D 840 kg 8,408 7,062,720besi beton 4.2.3.E 735 kg 8,408 6,179,880besi beton 4.2.5.F 9,450 kg 8,408 79,455,600besi beton 4.2.5.G 4,006 kg 8,408 33,680,346besi beton 4.2.5.H 3,780 kg 8,408 31,782,240besi beton 4.2.5.I 138 kg 8,408 1,156,857besi beton 4.2.6.D 1,102 kg 8,408 9,261,496besi beton 4.2.7.D 1,922 kg 8,408 16,155,972besi beton 4.2.7.E 4,448 kg 8,408 37,397,102besi beton 4.2.7.K 683 kg 8,408 5,744,934besi beton 4.3.1.G 23,363 kg 8,408 196,431,900besi beton 4.3.1.H 11,083 kg 8,408 93,183,762besi beton kaki ayam, 13mm dia 4.3.1.I 634 kg 8,408 5,334,287kawat ayam 2.4.1.A 1,091 m2 2,465 2,688,484kawat ayam 2.4.1.B 1,091 m2 2,465 2,688,484kawat ayam 3.3.1.A 6,094 m2 2,465 15,023,403kawat ayam 3.3.1.B 10 m2 2,465 25,639kawat ayam 3.3.1.C 6,094 m2 2,465 15,023,403kawat ayam 2.3.2.E 13 m2 2,465 32,542kawat ayam 3.2.2.E 70 m2 2,465 172,471kawat ayam 2.3.2.D 15 m2 2,465 35,944kawat ayam 2.3.2.C 45 m2 2,465 111,184kawat ayam 3.2.2.C 201 m2 2,465 496,260kawat ayam 2.7.1.A 290 m2 2,465 715,917kawat ayam 2.7.1.B 3,894 m2 2,465 9,599,792kawat ayam 3.6.1.A 535 m2 2,465 1,317,938wiremesh m8-150 4.3.1.I 1,599 m2 53,897 86,188,756

Perubahan (Pekerjaan Tambah/Kurang)besi beton SI 01B 30,784 kg 8,408 258,830,695besi beton SI 01B 8,483 kg 8,408 71,327,418besi beton SI 01B 1,086 kg 8,408 9,128,566besi beton SI 01B 113 kg 8,408 946,068besi beton SI 01B 2 kg 8,408 17,405besi beton SI 01B 2 kg 8,408 19,422besi beton SI 01B 13 kg 8,408 113,424besi beton SI 01B 1,768 kg 8,408 14,861,560besi beton SI 01B 785 kg 8,408 6,600,280besi beton SI 01B 1,713 kg 8,408 14,403,745besi beton SI 01B 1,412 kg 8,408 11,871,255besi beton SI 01B 45 kg 8,408 377,435besi beton SI 06 3,196 kg 8,408 26,869,782besi beton SI 07 653 kg 8,408 5,493,619besi beton SI 13 36 kg 8,408 301,427besi beton SI 15 3,762 kg 8,408 31,630,644besi beton SI 42 19,655 kg 8,408 165,261,762besi beton SI 42 29,290 kg 8,408 246,269,563besi beton SI 43 4,033 kg 8,408 33,912,911besi beton SI 46 501 kg 8,408 4,216,360besi beton SI 46 2,866 kg 8,408 24,093,713besi beton SI 55 67 kg 8,408 562,327besi beton SI 55 39 kg 8,408 329,257besi beton SI 55 581 kg 8,408 4,881,517besi beton SI 61 470 kg 8,408 3,953,694besi beton SI 61 1,661 kg 8,408 13,967,622besi beton SI 61 1,661 kg 8,408 13,967,622besi beton SI 73 899 kg 8,408 7,560,474besi beton SI 73 587 kg 8,408 4,935,328besi beton SI 73 1,298 kg 8,408 10,916,695besi beton SI 73 137 kg 8,408 1,152,316besi beton SI 73 1,738 kg 8,408 14,613,693besi beton SI 73 1,877 kg 8,408 15,784,507besi beton SI 73 506 kg 8,408 4,251,169


Subtotal 8,230,208,136




Total Worktype Pekerjaan Pembesian 0 7,831,905,985 1,145,705,779 8,977,611,764 8,977,611,764 8,977,611,764 0

13 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0915 PROYEK WHOTEL PEKERJAAN BETON READY MIX HAL



00.15.1 Upah Pengecoran 0 Anggaran Awal 0 ls 0 0 204,746,385 21,411,460 226,157,845 226,157,845 226,157,845 0upah curing slab 2.2.1.E 1,150 m2 3,000 3,450,000upah curing slab 2.3.1.B 20 m2 3,000 60,000upah curing slab 3.1.1.E 10,610 m2 3,000 31,830,000upah curing slab 3.2.1.B 170 m2 3,000 510,000upah curing slab 4.2.3.A 150 m2 3,000 450,000upah curing slab 4.2.5.C 550 m2 3,000 1,650,000upah curing slab 4.2.7.B 105 m2 3,000 315,000upah curing slab 4.3.1.D 1,325 m2 3,000 3,975,000upah curing slab 4.3.1.F 760 m2 3,000 2,280,000upah pengecoran 2.2.1.E 230 m3 27,000 6,210,000upah pengecoran 2.2.1.F 89 m3 27,000 2,403,000upah pengecoran 2.3.1.A 0 m3 27,000 8,100upah pengecoran 2.3.1.B 4 m3 27,000 108,000upah pengecoran 3.1.1.E 2,122 m3 27,000 57,294,000upah pengecoran 3.1.1.F 1,379 m3 27,000 37,233,000upah pengecoran 3.1.1.G 4 m3 27,000 108,000upah pengecoran 3.2.1.A 3 m3 27,000 81,000upah pengecoran 3.2.1.B 34 m3 27,000 918,000upah pengecoran 4.1.1.B 28 m3 27,000 756,000upah pengecoran 4.2.3.A 30 m3 27,000 810,000upah pengecoran 4.2.5.C 110 m3 27,000 2,970,000upah pengecoran 4.2.5.E 13 m3 27,000 351,000upah pengecoran 4.2.7.B 21 m3 27,000 567,000upah pengecoran 4.3.1.D 265 m3 27,000 7,155,000upah pengecoran 4.3.1.F 152 m3 27,000 4,104,000upah pengecoran dinding/kolom 2.2.1.A 37 m3 37,357 1,382,214upah pengecoran dinding/kolom 2.2.1.D 43 m3 37,357 1,606,357upah pengecoran dinding/kolom 3.1.1.A 712 m3 37,357 26,598,286upah pengecoran dinding/kolom 3.1.1.B 63 m3 37,357 2,353,500upah pengecoran dinding/kolom 3.1.1.C 13 m3 37,357 485,643upah pengecoran dinding/kolom 4.1.1.C 8 m3 37,357 298,857upah pengecoran dinding/kolom 4.2.3.B 9 m3 37,357 336,214upah pengecoran dinding/kolom 4.2.5.D 34 m3 37,357 1,270,143upah pengecoran dinding/kolom 4.2.7.C 24 m3 37,357 896,571upah pengecoran dinding/kolom 4.3.1.E 105 m3 37,357 3,922,500

Perubahan (Pekerjaan Tambah/Kurang)upah cor lantai kerja SI 42 346 m2 9,000 3,114,720upah cor lantai kerja SI 43 41 m2 9,000 372,690upah cor lantai kerja SI 61 89 m2 9,000 799,920upah cor lantai kerja SI 73 26 m2 9,000 234,000upah pengecoran SI 01B 166 m3 17,500 2,905,175upah pengecoran SI 01B 63 m3 17,500 1,110,200upah pengecoran SI 01B 2 m3 17,500 27,125upah pengecoran SI 07 3 m3 17,500 54,950upah pengecoran SI 15 24 m3 17,500 426,300upah pengecoran SI 15 34 m3 17,500 586,250upah pengecoran SI 42 138 m3 17,500 2,422,525upah pengecoran SI 42 268 m3 17,500 4,688,775upah pengecoran SI 43 20 m3 17,500 357,525upah pengecoran SI 46 7 m3 17,500 122,150upah pengecoran SI 46 11 m3 17,500 186,375upah pengecoran SI 61 6 m3 17,500 106,750upah pengecoran SI 61 23 m3 17,500 410,900upah pengecoran SI 73 10 m3 17,500 179,550upah pengecoran SI 73 5 m3 17,500 84,350upah pengecoran SI 73 6 m3 17,500 96,775upah pengecoran SI 73 1 m3 17,500 18,025upah pengecoran SI 73 17 m3 17,500 301,000upah pengecoran SI 73 12 m3 17,500 217,700upah pengecoran dinding/kolom SI 01B 14 m3 37,357 520,759upah pengecoran dinding/kolom SI 01B 39 m3 37,357 1,472,992upah pengecoran dinding/kolom SI 06 10 m3 37,357 357,508upah pengecoran dinding/kolom SI 13 1 m3 37,357 51,553upah pengecoran dinding/kolom SI 46 4 m3 37,357 147,187upah pengecoran dinding/kolom SI 73 1 m3 37,357 37,731



20.15.0 Material Beton 0 Anggaran Awal 0 ls 0 0 4,335,289,440 701,821,860 5,037,111,300 5,037,111,300 5,037,111,300 0

14 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0915 PROYEK WHOTEL PEKERJAAN BETON READY MIX HAL



beton ready mix fc'300 2.2.1.D 45 m3 732,000 33,049,800beton ready mix fc'300 2.2.1.E 242 m3 732,000 176,778,000beton ready mix fc'300 2.2.1.F 93 m3 732,000 68,405,400beton ready mix fc'300 2.3.1.A 0 m3 732,000 234,240beton ready mix fc'300 2.3.1.B 4 m3 732,000 3,074,400beton ready mix fc'300 3.1.1.E 2,228 m3 732,000 1,630,969,200beton ready mix fc'300 3.1.1.F 1,448 m3 732,000 1,059,899,400beton ready mix fc'300 3.1.1.G 4 m3 732,000 3,074,400beton ready mix fc'300 3.2.1.A 3 m3 732,000 2,305,800beton ready mix fc'300 3.2.1.B 36 m3 732,000 26,132,400beton ready mix fc'300 4.1.1.B 29 m3 732,000 21,520,800beton ready mix fc'300 4.1.1.C 8 m3 732,000 6,148,800beton ready mix fc'300 4.2.3.A 32 m3 732,000 23,058,000beton ready mix fc'300 4.2.3.B 9 m3 732,000 6,917,400beton ready mix fc'300 4.2.5.C 116 m3 732,000 84,546,000beton ready mix fc'300 4.2.5.D 36 m3 732,000 26,132,400beton ready mix fc'300 4.2.5.E 14 m3 732,000 9,991,800beton ready mix fc'300 4.2.7.B 22 m3 732,000 16,140,600beton ready mix fc'300 4.2.7.C 25 m3 732,000 18,446,400beton ready mix fc'300 4.3.1.D 278 m3 732,000 203,679,000beton ready mix fc'300 4.3.1.E 110 m3 732,000 80,703,000beton ready mix fc'300 4.3.1.F 160 m3 732,000 116,827,200beton ready mix fc'400 2.2.1.A 39 m3 828,000 32,167,800beton ready mix fc'400 3.1.1.A 748 m3 828,000 619,012,800beton ready mix fc'400 3.1.1.B 66 m3 828,000 54,772,200beton ready mix fc'400 3.1.1.C 14 m3 828,000 11,302,200

Perubahan (Pekerjaan Tambah/Kurang)beton ready mix fc'250 SI 42 18 m3 675,000 12,264,750beton ready mix fc'250 SI 43 2 m3 675,000 1,464,750beton ready mix fc'250 SI 61 5 m3 675,000 3,152,250beton ready mix fc'250 SI 73 1 m3 675,000 924,750beton ready mix fc'300 SI 01B 174 m3 732,000 127,594,920beton ready mix fc'300 SI 01B 67 m3 732,000 48,765,840beton ready mix fc'300 SI 01B 41 m3 732,000 30,304,800beton ready mix fc'300 SI 01B 2 m3 732,000 1,193,160beton ready mix fc'300 SI 07 3 m3 732,000 2,408,280beton ready mix fc'300 SI 15 26 m3 732,000 18,724,560beton ready mix fc'300 SI 15 35 m3 732,000 25,751,760beton ready mix fc'300 SI 42 145 m3 732,000 106,396,200beton ready mix fc'300 SI 42 281 m3 732,000 205,933,560beton ready mix fc'300 SI 43 21 m3 732,000 15,701,400beton ready mix fc'300 SI 46 4 m3 732,000 3,030,480beton ready mix fc'300 SI 46 7 m3 732,000 5,365,560beton ready mix fc'300 SI 46 11 m3 732,000 8,183,760beton ready mix fc'300 SI 61 6 m3 732,000 4,684,800beton ready mix fc'300 SI 61 25 m3 732,000 18,043,800beton ready mix fc'300 SI 73 11 m3 732,000 7,883,640beton ready mix fc'300 SI 73 5 m3 732,000 3,703,920beton ready mix fc'300 SI 73 6 m3 732,000 4,252,920beton ready mix fc'300 SI 73 1 m3 732,000 790,560beton ready mix fc'300 SI 73 18 m3 732,000 13,219,920beton ready mix fc'300 SI 73 13 m3 732,000 9,559,920beton ready mix fc'400 SI 01B 15 m3 828,000 12,121,920beton ready mix fc'400 SI 06 10 m3 828,000 8,321,400beton ready mix fc'400 SI 13 1 m3 828,000 1,200,600beton ready mix fc'400 SI 73 1 m3 828,000 877,680


Subtotal 5,037,111,300

Total Worktype Pekerjaan Beton Ready Mix 0 4,540,035,825 723,233,320 5,263,269,145 5,263,269,145 5,263,269,145 0

15 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0917 PROYEK WHOTEL PEKERJAAN PASANGAN & PLESTERAN HAL



00.17.1 Upah Pasangan & Plasteran 0 Anggaran Awal 0 ls 0 0 2,420,279,300 0 2,420,279,300 2,420,279,300 2,420,279,300 0upah screed + pasang kawat ayam 3.3.1.B 63 m 7,000 441,000upah screed + pasang kawat ayam 2.3.2.E 60 m 7,000 420,000upah screed + pasang kawat ayam 3.2.2.E 318 m 7,000 2,226,000upah screed + pasang kawat ayam 2.3.2.D 53 m 7,000 371,000upah cor kolom praktis 2.5.1.A 851 m 20,000 17,025,000upah cor kolom praktis 2.6.1.A 2,030 m 20,000 40,605,000upah cor kolom praktis 3.4.1.A 2,886 m 20,000 57,720,000upah cor kolom praktis 3.5.1.A 19,193 m 20,000 383,850,000upah cor kolom praktis 4.2.6.D 399 m 20,000 7,980,000upah cor kolom praktis 4.2.7.K 248 m 20,000 4,950,000upah pembesian kolom praktis 2.5.1.A 851 m 20,000 17,025,000upah pembesian kolom praktis 2.6.1.A 2,030 m 20,000 40,605,000upah pembesian kolom praktis 3.4.1.A 2,886 m 20,000 57,720,000upah pembesian kolom praktis 3.5.1.A 19,193 m 20,000 383,850,000upah pembesian kolom praktis 4.2.6.D 399 m 20,000 7,980,000upah pembesian kolom praktis 4.2.7.K 248 m 20,000 4,950,000upah screed + pasang kawat ayam 2.4.1.A 991 m2 5,000 4,957,000upah screed + pasang kawat ayam 3.3.1.A 5,540 m2 5,000 27,700,000upah screed + pasang kawat ayam 2.3.2.C 41 m2 5,000 205,000upah screed + pasang kawat ayam 3.2.2.C 183 m2 5,000 915,000upah screed + pasang kawat ayam 2.7.1.A 264 m2 5,000 1,320,000upah screed + pasang kawat ayam 2.7.1.B 3,540 m2 5,000 17,700,000upah screed + pasang kawat ayam 3.6.1.A 486 m2 5,000 2,430,000upah acian 2.5.1.B 1,135 m2 6,000 6,810,000upah acian 2.7.2.A 9,493 m2 6,000 56,958,000upah acian 3.4.1.B 3,420 m2 6,000 20,520,000upah acian 3.6.3.A 26,772 m2 6,000 160,632,000upah acian 2.7.2.B 2,502 m2 6,000 15,012,000upah acian 2.3.2.A 172 m2 6,500 1,118,000upah acian 3.2.2.A 685 m2 6,500 4,452,500upah screed + pasang kawat ayam 2.4.1.B 991 m2 7,000 6,939,800upah screed + pasang kawat ayam 3.3.1.C 5,540 m2 7,000 38,780,000upah plaster 2.5.1.B 1,135 m2 12,000 13,620,000upah plaster 2.7.2.A 9,493 m2 12,000 113,916,000upah plaster 3.4.1.B 3,420 m2 12,000 41,040,000upah plaster 3.6.3.A 26,772 m2 12,000 321,264,000upah plaster 2.7.2.B 2,502 m2 12,000 30,024,000upah plaster 2.3.2.A 172 m2 13,000 2,236,000upah plaster 3.2.2.A 685 m2 13,000 8,905,000upah pasang bataco 2.5.1.A 1,135 m2 14,000 15,890,000upah pasang bataco 2.6.1.A 2,707 m2 14,000 37,898,000upah pasang bataco 3.4.1.A 3,848 m2 14,000 53,872,000upah pasang bataco 3.5.1.A 25,590 m2 14,000 358,260,000upah pasang bataco 4.2.6.D 532 m2 14,000 7,448,000upah pasang bataco 4.2.7.K 330 m2 14,000 4,620,000upah pasang batako Loss Formwork 4.1.1.F 56 m2 14,000 784,000upah pasangan batu kali 4.2.5.B 53 m2 45,000 2,385,000upah pasangan batu kali 4.3.1.C 310 m2 45,000 13,950,000

Perubahan (Pekerjaan Tambah/Kurang)


Subtotal 2,420,279,300

20.17.1 Material Bata 0 Anggaran Awal 0 ls 0 0 3,005,651,000 0 3,005,651,000 3,005,651,000 3,005,651,000 0bataco biasa 9x20x40 4.1.1.F 770 bh 1,500 1,155,000celcon primacon 100x200x400 2.5.1.A 15,606 bh 6,400 99,880,000celcon primacon 100x200x400 2.6.1.A 37,221 bh 6,400 238,216,000celcon primacon 100x200x400 3.4.1.A 52,910 bh 6,400 338,624,000celcon primacon 100x200x400 3.5.1.A 351,863 bh 6,400 2,251,920,000celcon primacon 100x200x400 4.2.6.D 7,315 bh 6,400 46,816,000celcon primacon 100x200x400 4.2.7.K 4,538 bh 6,400 29,040,000






Subtotal 3,005,651,000

20.17.4 Material Pasir & Batu 0 Anggaran Awal 0 ls 0 0 422,719,000 0 422,719,000 422,719,000 422,719,000 0pasir - kolom pratis 2.5.1.A 12 m3 95,000 1,156,150pasir - kolom pratis 2.6.1.A 29 m3 95,000 2,757,850pasir - kolom pratis 3.4.1.A 41 m3 95,000 3,920,650pasir - kolom pratis 3.5.1.A 274 m3 95,000 26,072,750pasir - kolom pratis 4.2.6.D 6 m3 95,000 542,450pasir - kolom pratis 4.2.7.K 4 m3 95,000 336,300pasir - mortar 1:2 2.5.1.A 36 m3 95,000 3,425,700pasir - mortar 1:2 2.6.1.A 86 m3 95,000 8,170,000pasir - mortar 1:2 3.4.1.A 122 m3 95,000 11,613,750pasir - mortar 1:2 3.5.1.A 813 m3 95,000 77,231,200pasir - mortar 1:2 4.2.6.D 17 m3 95,000 1,605,500pasir - mortar 1:2 4.2.7.K 10 m3 95,000 995,600pasir - mortar 1:3 2.3.2.A 5 m3 95,000 469,300pasir - mortar 1:3 2.4.1.A 68 m3 95,000 6,498,950pasir - mortar 1:3 2.4.1.B 41 m3 95,000 3,898,800pasir - mortar 1:3 2.5.1.B 33 m3 95,000 3,095,100pasir - mortar 1:3 2.7.2.A 272 m3 95,000 25,883,700pasir - mortar 1:3 3.2.2.A 20 m3 95,000 1,867,700pasir - mortar 1:3 3.3.1.A 382 m3 95,000 36,314,700pasir - mortar 1:3 3.3.1.B 1 m3 95,000 61,750pasir - mortar 1:3 3.3.1.C 229 m3 95,000 21,789,200pasir - mortar 1:3 3.4.1.B 98 m3 95,000 9,325,200pasir - mortar 1:3 3.6.3.A 768 m3 95,000 72,998,000pasir - mortar 1:3 2.3.2.E 1 m3 95,000 78,850pasir - mortar 1:3 3.2.2.E 4 m3 95,000 417,050pasir - mortar 1:3 2.3.2.D 1 m3 95,000 86,450pasir - mortar 1:3 2.7.2.B 72 m3 95,000 6,821,950pasir - mortar 1:3 2.3.2.C 3 m3 95,000 268,850pasir - mortar 1:3 3.2.2.C 13 m3 95,000 1,199,850pasir - mortar 1:3 2.7.1.A 18 m3 95,000 1,730,900pasir - mortar 1:3 2.7.1.B 244 m3 95,000 23,204,700pasir - mortar 1:3 3.6.1.A 34 m3 95,000 3,185,350pasir - mortar 1:4 4.2.5.B 24 m3 95,000 2,316,100pasir - mortar 1:4 4.3.1.C 143 m3 95,000 13,547,000pasir - mortar 1:5 4.1.1.F 3 m3 95,000 282,150batu kali 4.2.5.B 69 m3 105,000 7,234,500batu kali 4.3.1.C 403 m3 105,000 42,315,000




20.17.5 Material Semen 0 Anggaran Awal 0 ls 0 0 1,570,615,200 0 1,570,615,200 1,570,615,200 1,570,615,200 0semen 50 kg 2.3.2.A 4 bag 52,500 226,275semen 50 kg 2.5.1.B 28 bag 52,500 1,492,575semen 50 kg 2.7.2.A 238 bag 52,500 12,483,975semen 50 kg 3.2.2.A 17 bag 52,500 900,900semen 50 kg 3.4.1.B 86 bag 52,500 4,497,675semen 50 kg 3.6.3.A 671 bag 52,500 35,207,025semen 50 kg 2.7.2.B 63 bag 52,500 3,290,175semen 50kg - kolom praktis 2.5.1.A 94 bag 52,500 4,916,100semen 50kg - kolom praktis 2.6.1.A 223 bag 52,500 11,724,825semen 50kg - kolom praktis 3.4.1.A 317 bag 52,500 16,666,650semen 50kg - kolom praktis 3.5.1.A 2,111 bag 52,500 110,836,950semen 50kg - kolom praktis 4.2.6.D 44 bag 52,500 2,304,225semen 50kg - kolom praktis 4.2.7.K 27 bag 52,500 1,429,575semen 50kg - mortar 1:2 2.5.1.A 265 bag 52,500 13,928,775semen 50kg - mortar 1:2 2.6.1.A 633 bag 52,500 33,219,900semen 50kg - mortar 1:2 3.4.1.A 899 bag 52,500 47,222,175semen 50kg - mortar 1:2 3.5.1.A 5,982 bag 52,500 314,037,150semen 50kg - mortar 1:2 4.2.6.D 124 bag 52,500 6,528,900semen 50kg - mortar 1:2 4.2.7.K 77 bag 52,500 4,049,850semen 50kg - mortar 1:3 2.3.2.A 42 bag 52,500 2,202,900




semen 50kg - mortar 1:3 2.4.1.A 436 bag 52,500 22,901,550semen 50kg - mortar 1:3 2.4.1.B 262 bag 52,500 13,740,825semen 50kg - mortar 1:3 2.5.1.B 277 bag 52,500 14,537,250semen 50kg - mortar 1:3 2.7.2.A 2,316 bag 52,500 121,587,375semen 50kg - mortar 1:3 3.2.2.A 167 bag 52,500 8,773,800semen 50kg - mortar 1:3 3.3.1.A 2,438 bag 52,500 127,974,000semen 50kg - mortar 1:3 3.3.1.B 4 bag 52,500 218,400semen 50kg - mortar 1:3 3.3.1.C 1,463 bag 52,500 76,784,400semen 50kg - mortar 1:3 3.4.1.B 834 bag 52,500 43,803,900semen 50kg - mortar 1:3 3.6.3.A 6,531 bag 52,500 342,898,500semen 50kg - mortar 1:3 2.3.2.E 5 bag 52,500 277,200semen 50kg - mortar 1:3 3.2.2.E 28 bag 52,500 1,468,950semen 50kg - mortar 1:3 2.3.2.D 6 bag 52,500 306,075semen 50kg - mortar 1:3 2.7.2.B 610 bag 52,500 32,046,000semen 50kg - mortar 1:3 2.3.2.C 18 bag 52,500 947,100semen 50kg - mortar 1:3 3.2.2.C 81 bag 52,500 4,227,300semen 50kg - mortar 1:3 2.7.1.A 116 bag 52,500 6,098,400semen 50kg - mortar 1:3 2.7.1.B 1,558 bag 52,500 81,774,000semen 50kg - mortar 1:3 3.6.1.A 214 bag 52,500 11,226,600semen 50kg - mortar 1:4 4.2.5.B 87 bag 52,500 4,591,125semen 50kg - mortar 1:4 4.3.1.C 512 bag 52,500 26,853,750semen 50kg - mortar 1:5 4.1.1.F 8 bag 52,500 412,125



Subtotal 1,570,615,200

Total Worktype Pekerjaan Pasangan & Plesteran 0 7,419,264,500 0 7,419,264,500 7,419,264,500 7,419,264,500 0

18 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0918 PROYEK WHOTEL PEKERJAAN STRUKTUR BAJA HAL



50.18.1 Subkon Baja Struktur 0 Anggaran Awal 0 ls 0 0 3,031,506,190 0 3,031,506,190 3,031,506,190 3,031,506,190 0Plat Stifner 3.3.1.L ad0 2,238 kg 16,407 36,714,928Plat Stifner 3.3.1.L ad0 130 kg 16,407 2,138,160Plat Stifner 3.3.1.L ad1 326 kg 16,407 5,345,401Purlin C.100x50x20x3.2 (5.5 kg/m') 3.3.1.L ad0 1,851 kg 18,459 34,173,147Purlin C.100x50x20x3.2 (5.5 kg/m') 3.3.1.L ad1 3,366 kg 18,459 62,132,994Purlin C.150x65x20x3.2 (7.52 kg/m') 3.3.1.L ad0 46,724 kg 18,459 862,470,932Anchor dia. 16mm 3.3.1.L ad0 91 kg 18,972 1,726,642Anchor dia. 16mm 3.3.1.L ad1 228 kg 18,972 4,316,509Anchor dia. 19mm, L=60 cm 3.3.1.L ad0 674 kg 18,972 12,793,768Beam WF 175x90x5x7 (18.1 kg/m') 3.3.1.L ad0 1,303 kg 18,972 24,724,310Beam WF 175x90x5x7 (18.1 kg/m') 3.3.1.L ad1 3,258 kg 18,972 61,810,776Beam WF 250x125x6x9 (29.60kg/m) 3.3.1.L ad0 39,901 kg 18,972 756,997,978Steel structure Beam box 200x100x5.5x8 (21.33kg/m) 4.1.1.J 260 kg 18,972 4,932,720Steel structure Beam box 250x125x6x9 (29.60kg/m) 4.1.1.K 7,640 kg 18,972 144,946,080Steel structure Beam box 350x175x7x11 (49.60kg/m) 4.1.1.M 3,175 kg 18,972 60,236,100Steel structure Beam WF 1000x400x16x28 (294.41kg/m) 4.1.1.H 42,690 kg 18,972 809,914,680Steel structure Beam WF 150x75x5x7 (14.00kg/m) 4.1.1.L 1,320 kg 18,972 25,043,040Steel structure Beam WF 250x125x6x9 (29.60kg/m) 4.1.1.I 4,000 kg 18,972 75,888,000Steel structure Allow for any plates, bolts, anchors, etc 4.1.1.N 1 ls 45,200,025 45,200,025



Subtotal 3,031,506,190

Total Worktype Pekerjaan Struktur Baja 0 3,031,506,190 0 3,031,506,190 3,031,506,190 3,031,506,190 0

19 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0926 PROYEK WHOTEL PEKERJAAN JALAN & DRAINASE HAL



00.26.1 Upah Jalan & Saluran 0 Anggaran Awal 0 ls 0 0 0 0 0 0 0 0



Subtotal 0

20.26.1 Material Jalan & Saluran 0 Anggaran Awal 0 ls 0 0 0 0 0 0 0 0



Subtotal 0

Total Worktype Pekerjaan Jalan & Drainase 0 0 0 0 0 0 0

20 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0931 PROYEK WHOTEL PEKERJAAN PINTU & JENDELA HAL



00.31.1 Upah Pintu & Jendela 0 Anggaran Awal 0 ls 0 0 0 0 0 0 0 0



Subtotal 0

20.31.8 Material Kunci Pintu Jendela 0 Anggaran Awal 0 ls 0 0 0 0 0 0 0 0



Subtotal 0

50.31.1 Subkon Pintu/Jendela/Kaca/Partisi 0 Anggaran Awal 0 ls 0 0 13,406,394,945 0 13,406,394,945 13,406,394,945 13,406,394,945 0Alum. cladding Roofing 4.1.2.A 351 m2 232,137 81,480,087Alum. cladding Sides and soffit 4.1.2.B 413 m2 232,137 95,872,581Alum. cladding Structural beam cover 4.1.2.C 193 m2 232,137 44,802,441Alum. cladding Structural colum cover 4.1.2.D 214 m2 232,137 49,677,318Alum. Trellis glass roof Tempered clear glass roofing 3.3.1.L 308 m2 512,775 157,934,700Alum. Trellis roof Ditto, eave soffit cladding 3.3.1.G 390 m2 232,137 90,533,430Alum. Trellis roof Insulation, 3.3.1.H 3,292 m2 6,660 21,924,720Alum. Trellis roof Insulation, rockwool 3.3.1.I 3,292 m2 54,351 178,923,492Alum. Trellis roof Plywood backing, 18mm thick 3.3.1.J 3,834 m2 70,317 269,595,378Alumn. Trellis extrusion w/ specified coating, spa 3.4.2.E 202 m2 679,248 137,208,096Alumunium louver, 4th level 3.4.2.C 165 m 475,803 78,507,495Alumunium railing, 1800mm high, 3.4.3.A 300 m 1,191,231 357,369,300Alumunium roof cladding, 0.7mm thick 3.3.1.F 3,292 m2 232,137 764,195,004Alumunium trellis extrusion with spec. coating, 30x76mm 3.4.2.D 550 m2 679,248 373,586,400Alumunium trellis extrusion with spec.coating, 30x30mm 3.3.1.K 308 m2 526,500 162,162,000Alumunium trellis extrusion with spec.coating, 30x30mm, 3.3.1.E 3,292 m2 526,500 1,733,238,000Alumunium trimming next to glass balustrade, 300x300mm 3.4.3.E 1,050 m 490,608 515,138,400ALW-02, 95x2700 3.5.1.K add 139 no 1,385,334 192,561,426Door&Window , size 1200x2400mm high (DS4) 2.6.1.E 2 no 5,851,636 11,703,273Door&Window , size 1500x2400mm high (DS2) 2.6.1.C 2 no 7,196,099 14,392,198Door&Window , size 1500x2400mm high (DW7) 2.6.2.E 4 no 3,469,722 13,878,887Door&Window , size 1900x2000mm high (DS3) 2.6.1.D 1 no 7,589,236 7,589,236Door&window , size 3400x2800mm high (AW-2) 3.4.4.C 1 no 4,833,209 4,833,209Door&window , size 4800x2800mm high (AW-4) 3.4.4.E 1 no 6,823,354 6,823,354Door&window , size 4850x1950mm high (AW-3) 3.4.4.D 1 no 4,801,478 4,801,478Door&window , size 4850x2800mm high (AW-6) 3.4.4.F 1 no 6,894,430 6,894,430Door&Window , size 650x2200mm high (DW5) 2.6.2.C 6 no 2,165,291 12,991,748Door&Window , size 800x2400mm high (DS6) 2.6.1.G 2 no 4,443,608 8,887,215Door&Window , size 800x2400mm high (DW4) 2.6.2.B 3 no 2,165,291 6,495,874Door&window , size 9900x2800mm high (AW-7) 3.4.4.G 1 no 6,894,430 6,894,430Door&Window, size 1500x2400mm high (DW7) 2.5.1.F 1 no 3,469,722 3,469,722Double pivot timber door, size 2000x2450mm high (TD-4) 3.5.1.F 9 no 4,352,700 39,174,303Double steel door, size 1200x2400mm high (DS4) 2.5.1.A 1 no 5,851,636 5,851,636Double steel door, size 1900x2400mm high (DS1) 2.6.1.B 1 no 8,988,716 8,988,716Double swing glass door size 2000x2450mm high (GD-2) 3.5.1.H 1 no 2,487,681 2,487,681Double swing timber door ,size 2000x2450mm high (TD-2) 3.5.1.D 22 no 4,352,700 95,759,406Double timber door, size 1500x2400mm high (DW6) 2.5.1.E 1 no 3,469,722 3,469,722Double timber door, size 1500x2400mm high (DW6) 2.6.2.D 8 no 3,469,722 27,757,774Double timber door, size 1900x2400mm high (DW1) 2.6.1.J 3 no 3,772,921 11,318,762Double timber door, size 1900x2400mm high (DW2) 2.6.1.K 2 no 3,772,921 7,545,842Double timber with glass door, size 1900x2400mm high (DG6) 2.6.1.I 2 no 3,772,921 7,545,842Double timber with glass door, size 2900x2950mm high (DG4) 2.5.1.C 4 no 7,241,503 28,966,013Façade system, size 20650x36000mm high (CW-4) 3.5.1.K 2 no 434,554,470 869,108,940Facade, size 4750x3600mm high (CW-5) 3.5.1.L 5 no 9,995,805 49,979,025Fire door, minimum 2hours fire rated 3.4.4.H 1 no 8,212,518 8,212,518Fire door, minimum 2hours fire rated 3.5.1.M 16 no 8,212,518 131,400,288Frameless glass window , size 4660x1950mm high (AW-1) 3.4.4.B 5 no 4,613,379 23,066,895Frameless glass window , size 4660x1950mm high (AW-1) 3.5.1.I 1 no 4,613,379 4,613,379

21 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0931 PROYEK WHOTEL PEKERJAAN PINTU & JENDELA HAL



Frameless glass window, size 150x2800mm high (AW-5) 3.5.1.J 699 no 213,230 149,047,630Glass balustrade Ditto, 1100mm high, external stair 3.4.3.C 35 m 564,102 19,743,570Glass balustrade, 950mm high, guestroom corridor and terrace 3.4.3.B 1,350 m 487,179 657,691,650Glass cladding, float glass 12mm thick to guestroom lounge area ( 3.4.2.H 1,659 m2 1,435,770 2,381,942,430Glass cladding, float glass 8mm thick to lounge level 4 (GL-2) 3.4.2.G 105 m2 1,052,898 110,554,290Glass partition to lounge area and meeting room area (GL-3) 3.5.1.B 215 m2 512,820 110,256,300Glass roofing 4.1.2.E 220 m2 1,435,770 315,869,400Sculpture base, one block, with size 2700x2700x400mm high 4.2.1.L 1 no 6,529,080 6,529,080Single pivot timber door , size 1000x2450mm high (TD-3) 3.5.1.E 167 no 2,228,592 372,174,859Single steel door, size 900x2400mm high (DS5) 2.6.1.F 6 no 4,507,174 27,043,043Single swing glass door , size 1000x2450mm high (GD-1) 3.4.4.A 3 no 1,243,841 3,731,522Single swing glass door , size 1000x2450mm high (GD-1) 3.5.1.G 2 no 1,243,841 2,487,681Single swing timber door , size 1000x2450mm high (TD-1) 3.5.1.C 11 no 2,228,592 24,514,512Single timber door with glass window, size 810x2400mm high (D 2.5.1.H 1 no 3,271,517 3,271,517Single timber door with glass window, size 810x2400mm high (DW2.6.2.G 2 no 3,271,517 6,543,034Single timber door, size 810x2400mm high (DW3 and DW3a) 2.6.2.A 22 no 2,108,144 46,379,159Single timber door, size 810x2400mm high (DW3) 2.5.1.D 3 no 2,108,144 6,324,431Single timber door, size 900x2400mm high (DW8) 2.6.2.F 4 no 2,165,291 8,661,165Single timber door, size 900x2400mm high (DW8) 2.5.1.G 4 no 2,165,291 8,661,165Single timber with glass door, size 810x2400mm high (DG3 and D 2.6.1.H 30 no 2,108,144 63,244,308Single timber with glass door, size 810x2400mm high (DG3) 2.5.1.B 2 no 2,108,144 4,216,287Supply & fix hardware Ditto, to GD-2 3.5.2.B 1 pr 315,000 315,000Supply & fix hardware Full height stainless steel handle to GD-1 3.4.4.I 3 pr 319,500 958,500Supply & fix hardware Full height stainless steel handle to GD-1 3.5.2.A 2 pr 319,500 639,000Timber Risers, not exceed 200mm high 3.2.2.H 318 m 238,500 75,843,000Timber screen at stair area 3.4.2.A 1,050 m2 598,122 628,225,480Timber screen at stair area 2.5.1.D 38 m2 1,477,403 56,141,318Timber screen, size 480x2990mm high, guestroom corridor 3.4.2.B 690 no 2,056,545 1,419,016,050Timber Treads, 250mm wide 3.2.2.G 295 m 238,500 70,357,500Toilet cubical Range of five cubicles comprising 5nos doors 2.6.2.J 3 no 13,500,000 40,500,000Toilet cubical Range of four cubicles comprising 4nos doors 2.6.2.I 1 no 10,800,000 10,800,000Toilet cubical Range of two cubicles comprising 2nos doors 2.6.2.H 2 no 5,400,000 10,800,000toilet cubicle Range of five cubicles comprising 5nos doors 3.5.2.D 1 no 13,500,000 13,500,000toilet cubicle Range of four cubicles comprising 4nos doors 3.5.2.C 1 no 10,800,000 10,800,000



Subtotal 13,406,394,945

Total Worktype Pekerjaan Pintu & Jendela 0 13,406,394,945 0 13,406,394,945 13,406,394,945 13,406,394,945 0

22 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0933 PROYEK WHOTEL PEKERJAAN KERAMIK/MARMER HAL



00.33.1 Upah Pasang Keramik/Marmer 0 Anggaran Awal 0 ls 0 0 0 0 0 0 0 0



Subtotal 0

50.33.1 Subkon Keramik/Tiles 0 Anggaran Awal 0 ls 0 0 1,157,738,350 0 1,157,738,350 1,157,738,350 1,157,738,350 0tiles To capping of overflow edge, 200mm wide 4.2.1.H 32 m 90,800 2,905,600Tiles To capping of overflow edge, 200mm wide 4.2.2.G 12 m 90,800 1,089,600Tiles To capping of pool edge with alumunium channel 4.2.3.L 71 m 107,250 7,614,750tiles To capping of pool edge with alumunium channel 4.2.1.G 22 m 107,250 2,359,500Tiles To capping of pool edge with alumunium channel 4.2.2.F 13 m 107,250 1,394,250tile floor Ceramic tile, size 200x200mm 2.7.1.G 162 m2 91,400 14,806,800tile wall Ceramic tile, size 200x200mm 2.7.2.E 682 m2 91,400 62,334,800Tile floor Homogeneous tile in light grey colour 3.6.1.H 312 m2 165,950 51,776,400tile floor Homogeneous tile, size 400x400mm 2.7.1.F 3,378 m2 165,950 560,579,100tile wall Homogeneous tile, size 400x400mm 2.7.2.D 1,820 m2 165,950 302,029,000tiles To floor of reflecting pool 4.2.1.D 405 m2 165,950 67,209,750Tiles To floor of reflecting pool 4.2.2.D 72 m2 165,950 11,948,400Tiles To floor of reflecting pool 4.2.3.J 201 m2 165,950 33,355,950tiles To overflow gutter 4.2.1.F 22 m2 165,950 3,650,900tiles To sides of reflecting pool 4.2.1.E 61 m2 165,950 10,122,950Tiles To sides of reflecting pool 4.2.2.E 22 m2 165,950 3,650,900Tiles To sides of reflecting pool 4.2.3.K 126 m2 165,950 20,909,700



Subtotal 1,157,738,350

Total Worktype Pekerjaan Keramik/Marmer 0 1,157,738,350 0 1,157,738,350 1,157,738,350 1,157,738,350 0

23 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0934 PROYEK WHOTEL PEKERJAAN FINISHING LANTAI HAL



50.34.1 Subkon Pekerjaan Lantai 0 Anggaran Awal 0 ls 0 0 1,690,214,291 39,159,369 1,729,373,660 1,729,373,660 1,729,373,660 0Stone floor Riser, external stair, not exceed 100mm high 3.6.2.C 262 m 22,500 5,895,000Stone floor Tread, external stair, not exceed 400mm wide 3.6.2.B 241 m 90,000 21,690,000Timber flooring Risers, not exceed 200mm high 2.3.2.H 60 m 238,500 14,310,000Timber flooring Treads, 250mm wide 2.3.2.G 53 m 238,500 12,640,500Carpet flooring Underlay 2.7.1.I 546 m2 28,215 15,405,390Floor hardener to stairs and bottle rooms 2.7.1.E 73 m2 31,788 2,320,524White coral to fill top of gutter, 100mm thick 4.2.1.K 11 m2 52,110 573,210Terrazzo floor Ditto, to public toilet 3.6.1.F 115 m2 133,650 15,369,750Terrazzo floor Terrazzo in rough and light grey colour 3.6.1.E 4,150 m2 133,650 554,647,500Terrazzo floor Terrazzo in beige colour 3.6.1.G 3,450 m2 180,000 621,000,000stone finish To floor of sculpture platform 4.2.1.I 7 m2 225,000 1,575,000Stone finish To floor of stepping platform 4.2.4.A 50 m2 225,000 11,250,000Stone floor Landing, external stair 3.6.2.A 23 m2 225,000 5,175,000Stone wall Spa external wall 3.4.1.C 428 m2 225,000 96,300,000Timber floor Timber bridge 3.6.1.I 32 m2 238,500 7,632,000Timber flooring Landing 2.3.2.F 41 m2 238,500 9,778,500Timber flooring Landing 3.2.2.F 183 m2 238,500 43,645,500Carpet tile to management area 2.7.1.J 503 m2 296,631 149,205,393Carpet tile to raised floor area 2.7.1.K 43 m2 296,631 12,755,133raised floor To IT/PABX room 2.7.1.H 43 m2 910,683 39,159,369Stone finish Stepping base, size 1200x700x400mm high 4.2.4.B 60 no 831,442 49,886,522

Perubahan (Pekerjaan Tambah/Kurang)raised floor To IT/PABX room SI 59 43 m2 910,683 39,159,369


Subtotal 1,729,373,660

50.34.6 Subkon Anti Rayap 0 Anggaran Awal 0 ls 0 0 0 1,046,500 1,046,500 1,046,500 1,046,500 0

Perubahan (Pekerjaan Tambah/Kurang)antitermite SI 73 105 m2 10,000 1,046,500


Subtotal 1,046,500

Total Worktype Pekerjaan Finishing Lantai 0 1,690,214,291 40,205,869 1,730,420,160 1,730,420,160 1,730,420,160 0

24 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0937 PROYEK WHOTEL PEKERJAAN PLAFON/PARTISI HAL

### RUN DATE : 18-Apr-2023


50.37.1 Subkon Plafon 0 Anggaran Awal 0 ls 0 0 977,435,325 0 977,435,325 977,435,325 977,435,325 0Gypsum ceiling 3.6.4.A 8,000 m2 73,035 584,280,000Gypsum ceiling , water resisting 3.6.4.B 115 m2 81,000 9,315,000Gypsum ceiling 2.7.3.B 91 m2 87,165 7,932,015Gypsum ceiling, but tile 600x600mm 2.7.3.C 2,922 m2 87,165 254,696,130Accoustic ceiling 2.7.3.D 553 m2 98,415 54,423,495Accoustic ceiling, but tile 600x600mm, washable type 2.7.3.E 289 m2 98,415 28,441,935GRC ceiling , 600x600mm 2.7.3.F 247 m2 155,250 38,346,750




Total Worktype Pekerjaan Plafon/Partisi 0 977,435,325 0 977,435,325 977,435,325 977,435,325 0

25 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0938 PROYEK WHOTEL PEKERJAAN WATERPROOFING/INSULASI HAL



50.38.1 Subkon Insulasi 0 Anggaran Awal 0 ls 0 0 482,670,460 0 482,670,460 482,670,460 482,670,460 0aluminium foil+kawat ayam 100x100 2.4.1.C 991 m2 10,000 9,914,000aluminium foil+kawat ayam 100x100 3.3.1.D 5,540 m2 10,000 55,400,000rockwool insulation 60kg/m3 2.4.1.C 991 m2 63,900 63,350,460rockwool insulation 60kg/m3 3.3.1.D 5,540 m2 63,900 354,006,000




50.38.2 Subkon Waterproofing 0 Anggaran Awal 0 ls 0 0 1,906,467,432 245,682,000 2,152,149,432 2,152,149,432 2,152,149,432 0upah pasang expansion joint ex.wabo, ip-100 2.2.3.A 70 m 15,000 1,050,000upah pasang expansion joint ex.wabo, ip-100 2.2.3.B 53 m 15,000 795,000upah pasang expansion joint ex.wabo, ip-100 2.2.3.C 13 m 15,000 195,000upah pasang expansion joint ex.wabo, ip-100 2.2.3.D 25 m 15,000 375,000upah pasang expansion joint ex.wabo, ip-100 3.1.3.H 94 m 15,000 1,410,000upah pasang expansion joint ex.wabo, ip-100 3.1.3.I 57 m 15,000 855,000upah pasang expansion joint ex.wabo, ip-100 3.1.3.J 27 m 15,000 405,000upah pasang expansion joint ex.wabo, rfh-600 3.1.3.K 32 m 15,000 480,000upah pasang expansion joint ex.wabo, rfh-600 3.1.3.L 24 m 15,000 360,000upah pasang expansion joint ex.wabo, rfh-600 3.1.3.M 22 m 15,000 330,000upah pasang expansion joint ex.wabo, wsw-600 3.1.3.N 32 m 15,000 480,000upah pasang expansion joint ex.wabo, wsw-600 3.1.3.O 32 m 15,000 480,000upah pasang expansion joint ex.wabo, wsw-600 3.1.3.P 26 m 15,000 390,000waterstop volclay rx101 2.2.3.G 390 m 75,000 29,250,000waterstop volclay rx101 4.2.7.J 21 m 75,000 1,575,000waterstop volclay rx101 4.3.1.M 514 m 75,000 38,550,000waterstop volclay rx101 4.2.1.C 175 m 75,000 13,125,000waterstop volclay rx101 4.2.2.C 57 m 75,000 4,275,000waterstop volclay rx101 4.2.6.C 266 m 75,000 19,950,000expansion joint ex.wabo, ip-100 2.2.3.A 70 m 1,200,000 84,000,000expansion joint ex.wabo, ip-100 2.2.3.B 53 m 1,200,000 63,600,000expansion joint ex.wabo, ip-100 2.2.3.C 13 m 1,200,000 15,600,000expansion joint ex.wabo, ip-100 2.2.3.D 25 m 1,200,000 30,000,000expansion joint ex.wabo, ip-100 3.1.3.H 94 m 1,200,000 112,800,000expansion joint ex.wabo, ip-100 3.1.3.I 57 m 1,200,000 68,400,000expansion joint ex.wabo, ip-100 3.1.3.J 27 m 1,200,000 32,400,000expansion joint ex.wabo, rfh-600 3.1.3.K 32 m 1,200,000 38,400,000expansion joint ex.wabo, rfh-600 3.1.3.L 24 m 1,200,000 28,800,000expansion joint ex.wabo, rfh-600 3.1.3.M 22 m 1,200,000 26,400,000expansion joint ex.wabo, wsw-600 3.1.3.N 32 m 1,200,000 38,400,000expansion joint ex.wabo, wsw-600 3.1.3.O 32 m 1,200,000 38,400,000expansion joint ex.wabo, wsw-600 3.1.3.P 26 m 1,200,000 31,200,000waterproofing sika cementious 2.7.1.C 9 m2 35,892 323,028waterproofing sika cementious 2.7.1.D 82 m2 35,892 2,943,144waterproofing sika cementious 2.7.2.C 256 m2 35,892 9,188,352waterproofing sika cementious 3.6.1.B 1,236 m2 35,892 44,362,512waterproofing sika cementious 3.6.1.C 2,230 m2 35,892 80,039,160waterproofing sika cementious 3.6.1.D 115 m2 35,892 4,127,580waterproofing sika cementious 3.6.3.B 2,688 m2 35,892 96,477,696waterproofing sika cementious 3.6.3.C 130 m2 35,892 4,665,960waterprofing formdexplus 1.5kg/m2 2.2.3.F 1,622 m2 75,000 121,650,000wtrpg membrane roof fosroc torcel 3p 2.2.3.E 991 m2 75,000 74,355,000wtrpg membrane roof fosroc torcel 3p 3.1.3.Q 740 m2 75,000 55,500,000wtrpg membrane roof fosroc torcel 3p 3.1.3.R 4,800 m2 75,000 360,000,000wtrpg membrane roof fosroc torcel 3p 3.1.3.S 27 m2 75,000 2,047,500wtrpg membrane roof fosroc torcel 3p 3.1.3.T 293 m2 75,000 21,982,500wtrpg membrane roof fosroc torcel 3p 4.2.1.A 405 m2 75,000 30,375,000wtrpg membrane roof fosroc torcel 3p 4.2.1.B 52 m2 75,000 3,900,000wtrpg membrane roof fosroc torcel 3p 4.2.2.A 72 m2 75,000 5,400,000wtrpg membrane roof fosroc torcel 3p 4.2.2.B 17 m2 75,000 1,275,000wtrpg membrane roof fosroc torcel 3p 4.2.3.G 201 m2 75,000 15,075,000wtrpg membrane roof fosroc torcel 3p 4.2.3.H 57 m2 75,000 4,275,000wtrpg membrane roof fosroc torcel 3p 4.2.6.A 730 m2 75,000 54,750,000wtrpg membrane roof fosroc torcel 3p 4.2.6.B 226 m2 75,000 16,950,000wtrpg membrane roof fosroc torcel 3p 4.2.6.H 110 m2 75,000 8,250,000wtrpg membrane roof fosroc torcel 3p 4.2.6.I 121 m2 75,000 9,075,000wtrpg membrane roof fosroc torcel 3p 4.3.1.K 1,505 m2 75,000 112,875,000

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wtrpg membrane roof fosroc torcel 3p 4.3.1.L 585 m2 75,000 43,875,000

Perubahan (Pekerjaan Tambah/Kurang)waterstop volclay rx101 SI 01B 88 m 75,000 6,608,250waterprofing formdexplus 1.5kg/m2 SI 01B 135 m2 75,000 10,138,500waterprofing formdexplus 1.5kg/m2 SI 01B 485 m2 75,000 36,381,000waterprofing formdexplus 1.5kg/m2 SI 01B 911 m2 75,000 68,334,000waterprofing formdexplus 1.5kg/m2 SI 75 15 m2 75,000 1,143,750waterprofing formdexplus 1.5kg/m2 SI 75 13 m2 75,000 945,000waterprofing formdexplus 1.5kg/m2 SI 75 7 m2 75,000 547,500wtrpg membrane roof fosroc torcel 3p SI 01B 39 m2 75,000 2,925,000wtrpg membrane roof fosroc torcel 3p SI 61 1,582 m2 75,000 118,659,000


Subtotal 2,152,149,432

Total Worktype Pekerjaan Waterproofing/Insulasi 0 2,389,137,892 245,682,000 2,634,819,892 2,634,819,892 2,634,819,892 0

27 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0942 PROYEK WHOTEL PEKERJAAN BESI NON STRUKTUR HAL



20.42.1 Material Besi Non Struktur 0 Anggaran Awal 0 ls 0 0 0 0 0 0 0 0



Subtotal 0

50.42.1 Subkon Besi Non Struktur 0 Anggaran Awal 0 ls 0 0 384,004,512 0 384,004,512 384,004,512 384,004,512 0Handrail, stainless steel, external stair 3.4.3.D 36 m 225,000 8,100,000Galvanised grill cover to gutter, 340mm wide 4.2.1.J 32 m 380,804 12,185,712Railing, 900mm high, stainless steel 2.3.2.K 19 m 666,585 12,665,115Railing, 900mm high, stainless steel 3.2.2.K 107 m 666,585 71,324,595Canopy, 1000mm wide, 3rd and 4th level 3.4.2.F 298 m 938,205 279,585,090Rain waterpipe 100mm diameter roof drain 4.1.2.G 2 no 72,000 144,000




Total Worktype Pekerjaan Besi Non Struktur 0 384,004,512 0 384,004,512 384,004,512 384,004,512 0

28 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0947 PROYEK WHOTEL PEKERJAAN PENGECATAN HAL



50.47.1 Subkon Cat 0 Anggaran Awal 0 ls 0 0 827,939,201 945,400 828,884,601 828,884,601 828,884,601 0Screeding, surfaces of treads, 250mm wide 3.2.2.D 295 m 8,921 2,631,769Rain waterpipe 100mm diameter pipework 4.1.2.F 12 m 15,750 189,000Emulsion paint Exposed ceiling 2.3.2.J 27 m2 15,345 414,315Emulsion paint Exposed ceiling 3.2.2.J 260 m2 15,345 3,989,700Emulsion paint Internal wall 2.3.2.I 172 m2 15,345 2,639,340Emulsion paint Internal wall 3.2.2.I 685 m2 15,345 10,511,325emulsion paint To GRC ceiling 2.7.3.H 247 m2 15,345 3,790,215emulsion paint To gypsum ceiling 2.7.3.G 3,013 m2 15,345 46,234,485Emulsion painting To ceiling 3.6.4.C 8,000 m2 15,345 122,760,000emulsion wall Interior paint 2.7.2.H 7,474 m2 15,345 114,688,530Emulsion wall Interior paint, in grey colour (PP-1) 3.6.3.D 26,266 m2 15,345 403,048,087Emulsion ceiling painting Ditto, waterproofed 3.6.4.D 115 m2 18,450 2,121,750Exterior weathershield paint finish, in grey colour and matt 3.4.1.D 3,420 m2 18,450 63,099,000Exterior weathershield paint finish, in grey colour and matt 2.5.1.C 1,135 m2 18,450 20,940,750Fair face to exposed ceiling 2.7.3.A 321 m2 34,110 10,949,310Exposed ceiling 2.3.2.B 27 m2 35,685 963,495Exposed ceiling 3.2.2.B 260 m2 35,685 9,278,100Epoxy wall paint Garbage area 2.7.2.I 126 m2 76,905 9,690,030

Perubahan (Pekerjaan Tambah/Kurang)Emulsion paint Internal wall SI 03 24 m2 15,345 366,439Exterior weathershield paint finish, in grey colour and matt SI 03 31 m2 18,450 578,961



Total Worktype Pekerjaan Pengecatan 0 827,939,201 945,400 828,884,601 828,884,601 828,884,601 0

29 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0949 PROYEK WHOTEL PEKERJAAN FURNISHING HAL



50.49.1 Subkon Furnishing 0 Anggaran Awal 0 ls 0 0 172,367,442 0 172,367,442 172,367,442 172,367,442 0wall paper Wallpaper 2.7.2.G 1,821 m2 56,403 102,709,863wall paper Wallpaper, acrylic type 2.7.2.F 72 m2 56,403 4,061,016Mirror 6mm, approximate size 1000x1100mm high 2.8.1.M 2 no 539,064 1,078,128Vanity counter size 1000x600mm wide, BOH 2.8.1.J 2 no 1,459,710 2,919,420Mirror 6mm, approximate size 4800x1100mm high 2.8.1.N 1 no 2,290,509 2,290,509Mirror, approximate size 5000x1100mm high 3.7.1.I 4 no 2,380,320 9,521,280Mirror 6mm, approximate size 7000x1100mm high 2.8.1.O 1 no 3,368,448 3,368,448Vanity counter size 4800x600mm wide 2.8.1.K 1 no 7,006,608 7,006,608vanity counter size 5000x600mm wide 3.7.1.H 4 no 7,298,550 29,194,200Vanity counter size 7000x600mm wide 2.8.1.L 1 no 10,217,970 10,217,970




Total Worktype Pekerjaan Furnishing 0 172,367,442 0 172,367,442 172,367,442 172,367,442 0

30 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0952 PROYEK WHOTEL PEKERJAAN MEKANIKAL/ELEKTRIKAL HAL



20.52.1 Material Mekanikal & Electrical 0 Anggaran Awal 0 ls 0 0 0 715,000 715,000 715,000 715,000 0Sparing Pipa PVC 100mm at rib wall SI 07 7 no 100,000 715,000



Subtotal 715,000

50.52.1 Subkon Mekanikal & Electrical 0 Anggaran Awal 0 ls 0 0 0 0 0 0 0 0



Subtotal 0

Total Worktype Pekerjaan Mekanikal/Elektrikal 0 0 715,000 715,000 715,000 715,000 0

31 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0959 PROYEK WHOTEL PERALATAN SANITASI HAL



00.59.1 Pemasangan Material Sanitary Ware 0 Anggaran Awal 0 ls 0 0 19,802,790 0 19,802,790 19,802,790 19,802,790 0install sanaitary fixtures Floor drain 2.8.1.I 16 no 51,300 820,800Install sanaitary fixtures Floor drain 3.7.1.G 23 no 51,300 1,179,900install sanaitary fixtures Hand towel rail 2.8.1.F 10 no 51,300 513,000install sanaitary fixtures Toilet paper holder 2.8.1.G 13 no 51,300 666,900Install sanaitary fixtures Toilet paper holder 3.7.1.E 18 no 51,300 923,400install sanaitary fixtures Hand-held shower 2.8.1.D 10 no 102,600 1,026,000install sanaitary fixtures Shower mixer 2.8.1.E 10 no 102,600 1,026,000Install sanaitary fixtures Urinal partition 3.7.1.D 8 no 102,600 820,800install sanaitary fixtures Wall tap, ablution 2.8.1.H 4 no 135,000 540,000Install sanaitary fixtures Wall tap, ablution 3.7.1.F 1 no 135,000 135,000install sanaitary fixtures Urinal 2.8.1.C 6 no 153,810 922,860Install sanaitary fixtures Urinal 3.7.1.C 8 no 153,810 1,230,480install sanaitary fixtures Washbasin, including mixer 2.8.1.A 14 no 153,810 2,153,340Install sanaitary fixtures Washbasin, including mixer 3.7.1.A 20 no 153,810 3,076,200install sanaitary fixtures Water closet 2.8.1.B 13 no 153,810 1,999,530Install sanaitary fixtures Water closet 3.7.1.B 18 no 153,810 2,768,580



Subtotal 19,802,790

Total Worktype Peralatan Sanitasi 0 19,802,790 0 19,802,790 19,802,790 19,802,790 0

32 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0966 PROYEK WHOTEL PROVISI/PROSIONAL SUMS HAL



53.66.0 Provisional Sum 0 Anggaran Awal 0 ls 0 0 12,700,000,000 0 12,700,000,000 12,700,000,000 12,700,000,000 0design contingencies 6.1.A 1 ls 500,000,000 500,000,000living room canopy 6.1.D 1 ls 500,000,000 500,000,000structure water feature 6.1.E 1 ls 150,000,000 150,000,000swimming pool 6.1.F 1 ls 2,800,000,000 2,800,000,000pool bar 6.1.G 1 ls 1,300,000,000 1,300,000,000power house 6.1.H 1 ls 3,000,000,000 3,000,000,000improvement existing temple 6.1.I 1 ls 100,000,000 100,000,000structure/architec security house 6.1.J 1 ls 100,000,000 100,000,000storwater drainage 6.1.K 1 ls 250,000,000 250,000,000hardscape 6.1.L 1 ls 4,000,000,000 4,000,000,000



Subtotal 12,700,000,000

53.66.1 Biaya Koordinasi Pekerjaan 0 Anggaran Awal 0 ls 0 0 792,900,000 0 792,900,000 792,900,000 792,900,000 0pasang sparing/pipa 5.1.(c) 0.90 ls 100,000,000 90,000,000make hole & grouting, etc 5.1.(f) 0.90 ls 150,000,000 135,000,000civil work in connection 5.1.A 0.90 ls 250,000,000 225,000,000coordination 5.2.A' 0.90 ls 381,000,000 342,900,000




Total Worktype Provisi/Prosional Sums 0 13,492,900,000 0 13,492,900,000 13,492,900,000 13,492,900,000 0

33 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0975 PROYEK WHOTEL PERALATAN HAL



30.75.8 Material Bahan Bakar 0 Anggaran Awal 0 ls 0 0 521,932,950 0 521,932,950 521,932,950 521,932,950 0bahan bakar 1.5.02.09 63,000 ltr 4,500 283,500,000bahan bakar 1.5.02.14 3,360 ltr 4,500 15,120,000bahan bakar 1.5.02.21 11,025 ltr 4,500 49,612,500bahan bakar 1.5.02.26 2,520 ltr 4,500 11,340,000bahan bakar 1.5.02.29 5,040 ltr 4,500 22,680,000bahan bakar 1.5.02.32 3,780 ltr 4,500 17,010,000bahan bakar 1.5.02.35 1,210 ltr 4,500 5,443,200bahan bakar 1.7.10.02 23,520 ltr 4,500 105,840,000minyak pelumas 1.5.02.07 425 ltr 9,000 3,827,250minyak pelumas 1.5.02.10 504 ltr 9,000 4,536,000minyak pelumas 1.5.02.15 4 ltr 9,000 37,800minyak pelumas 1.5.02.22 42 ltr 9,000 378,000minyak pelumas 1.5.02.27 34 ltr 9,000 302,400minyak pelumas 1.5.02.30 50 ltr 9,000 453,600minyak pelumas 1.5.02.33 25 ltr 9,000 226,800minyak pelumas 1.5.02.36 13 ltr 9,000 113,400minyak pelumas 1.7.10.03 168 ltr 9,000 1,512,000




40.75.4 Sewa Alat 0 Anggaran Awal 0 ls 0 0 1,489,965,257 34,127,829 1,524,093,086 1,524,093,086 1,524,093,086 0bar cutter & bar bender Total 793,212 kg 75 59,490,918mesin kayu Total 26,429 m2 500 13,214,500peralatan cor Total 5,532 m3 25,000 138,307,500

Demobilization Air Compressor 1 unit 1.5.02.17 0.70 unit 250,000 175,000Mobilization Air Compressor 1 unit 1.5.02.16 0.70 unit 250,000 175,000Demobilization Lighting and Power/ Genset 60 KVA 1 unit1.7.10.05 0.70 unit 400,000 280,000Mobilization Lighting and Power/ Genset 60 KVA 1 unit1.7.10.04 0.70 unit 400,000 280,000Motorcycles rental motorcycles 3 unit 1.5.02.34 25.20 bulan 450,000 11,340,000Demobilization Generator Set 175 KVA 3unit 1.5.02.12 0.70 unit 500,000 350,000Mobilization Generator Set 175 KVA 3unit 1.5.02.11 0.70 unit 500,000 350,000Rental Water Pass Waterpass 2 unit 1.5.02.19 16.80 bulan 750,000 12,600,000Rental Theodolite Theodolite 2 unit 1.5.02.18 16.80 bulan 1,000,000 16,800,000Rental concrete mixer concrete mixer 2 unit 1.5.02.25 16.80 bulan 2,000,000 33,600,000Demobilization Universal Lift 3 unit 1.5.02.24 0.70 unit 2,500,000 1,750,000Mobilization Universal Lift 3 unit 1.5.02.23 0.70 unit 2,500,000 1,750,000Rental Pick up car pickup car 1 unit 1.5.02.31 8.40 bulan 3,000,000 25,200,000Rental Universal Lift Universal Lift 3 unit 1.5.02.20 10.50 time 3,000,000 31,500,000Rental Eight-passenger Eight-passenger 2 unit 1.5.02.28 16.80 bulan 3,600,000 60,480,000Rental air compressor Air Compressor 1 unit 1.5.02.13 12.60 bulan 6,000,000 75,600,000Rental generator set Lighting and Power/ Genset 60 KVA 1 unit1.7.10.01 8.40 bulan 10,000,000 84,000,000Generator set rental Generator Set 175 KVA 3unit 1.5.02.08 12.60 bulan 13,000,000 163,800,000Demobilization Contractor's Equipment/Tower Crane 3 un1.5.02.03 0.70 unit 32,500,000 22,750,000Mobilization Contractor's Equipment/Tower Crane 3 un1.5.02.02 0.70 unit 32,500,000 22,750,000Dismantling Contractor's Equipment/Tower Crane 3 un1.5.02.06 0.70 unit 36,000,000 25,200,000Erection Contractor's Equipment/Tower Crane 3 un1.5.02.05 0.70 unit 36,000,000 25,200,000Foundation Contractor's Equipment/Tower Crane 3 un1.5.02.04 0.70 unit 47,174,770 33,022,339Sewa Tower Crane Contractor's Equipment/Tower Crane 3 un1.5.02.01 12.60 bulan 50,000,000 630,000,000

Perubahan (Pekerjaan Tambah/Kurang)bar cutter & bar bender Total 115,924 kg 75 8,694,299mesin kayu SI 01B 5,284 m2 500 2,642,030peralatan cor SI 01B 912 m3 25,000 22,791,500


Subtotal 1,524,093,086

Total Worktype Peralatan 0 2,011,898,207 34,127,829 2,046,026,036 2,046,026,036 2,046,026,036 0

34 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0976 PROYEK WHOTEL ALAT BANTU/PERKAKAS & KONSUMSINYA HAL



30.76.5 Sewa Scaffolding 0 Anggaran Awal 0 ls 0 0 395,173,993 52,706,733 447,880,726 447,880,726 447,880,726 0scaffolding cross brace Total 34,959 bulan 2,500 87,398,475scaffolding jack base Total 21,975 bulan 2,500 54,937,350scaffolding joint pin Total 60,914 bulan 900 54,822,862scaffolding main frame Total 32,152 bulan 4,450 143,077,956scaffolding u head Total 21,975 bulan 2,500 54,937,350

Perubahan (Pekerjaan Tambah/Kurang)scaffolding cross brace Total 5,615 nmo 2,500 14,037,160scaffolding jack base Total 3,736 nmo 2,500 9,340,475scaffolding joint pin Total 3,736 nmo 900 3,362,571scaffolding main frame Total 3,736 nmo 4,450 16,626,052scaffolding u head Total 3,736 nmo 2,500 9,340,475



30.76.7 Material Alat Bantu 0 Anggaran Awal 0 ls 0 0 267,071,000 0 267,071,000 267,071,000 267,071,000 0penyesuaian biaya alat bantu & konsumsinya X.6 1 ls 250,000,000 250,000,000alat bantu, mata bor, pahat 2.5.1.A 1,135 m2 500 567,500alat bantu, mata bor, pahat 2.6.1.A 2,707 m2 500 1,353,500alat bantu, mata bor, pahat 3.4.1.A 3,848 m2 500 1,924,000alat bantu, mata bor, pahat 3.5.1.A 25,590 m2 500 12,795,000alat bantu, mata bor, pahat 4.2.6.D 532 m2 500 266,000alat bantu, mata bor, pahat 4.2.7.K 330 m2 500 165,000




Total Worktype Alat Bantu/Perkakas & Konsumsinya 0 662,244,993 52,706,733 714,951,726 714,951,726 714,951,726 0

35 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0981 PROYEK WHOTEL STAFF HAL



10.81.3 Gaji Staff 0 Anggaran Awal 0 ls 0 0 1,150,651,950 0 1,150,651,950 1,150,651,950 1,150,651,950 0Office boy 1.5.01.23 34 bulan 900,000 30,240,000Security staff 1.5.01.21 67 bulan 1,250,000 84,000,000Driver 1.5.01.22 17 bulan 1,500,000 25,200,000Ass Equipment Section 1.5.01.16 25 bulan 2,660,000 67,032,000Ass. Logistic 1.5.01.14 8 bulan 2,660,000 22,344,000Safety & House keeping Officer 1.5.01.20 8 bulan 2,860,000 24,024,000Ass. Suveryor 1.5.01.12 17 bulan 2,900,000 48,720,000General affair & HRD 1.5.01.18 8 bulan 3,000,000 25,200,000QC Officer 1.5.01.19 8 bulan 3,000,000 25,200,000Drafter 1.5.01.06 25 bulan 3,200,000 80,640,000Engineer Staff 1.5.01.05 8 bulan 3,200,000 26,880,000Logistic 1.5.01.13 8 bulan 3,300,000 27,720,000Accauntant & Finance 1.5.01.17 8 bulan 3,400,000 28,560,000Equipment Section 1.5.01.15 8 bulan 3,500,000 29,400,000Surveyor 1.5.01.11 8 bulan 3,500,000 29,400,000Superintendent M & E 1.5.01.10 7 bulan 3,600,000 25,200,000Superitendent Architecture 1.5.01.09 10 bulan 3,600,000 35,280,000Superitendent Structure 1.5.01.08 24 bulan 3,600,000 85,680,000Site Engineer 1.5.01.04 25 bulan 5,994,125 151,051,950General Superitendent 1.5.01.07 8 bulan 6,900,000 57,960,000Administration Manager 1.5.01.03 8 bulan 6,920,000 58,128,000Construction Manager 1.5.01.02 8 bulan 8,430,000 70,812,000Project Manager 1.5.01.01 8 bulan 10,950,000 91,980,000



Subtotal 1,150,651,950

Total Worktype Staff 0 1,150,651,950 0 1,150,651,950 1,150,651,950 1,150,651,950 0

36 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0983 PROYEK WHOTEL OPERASIONAL KANTOR HAL



30.83.7 Material Safety 0 Anggaran Awal 0 ls 0 0 66,481,100 0 66,481,100 66,481,100 66,481,100 0Biaya Safety jumlah total 1 ls 66,481,100 66,481,100



Subtotal 66,481,100

60.83.4 Biaya Alat Kantor 0 Anggaran Awal 0 ls 0 0 19,600,000 0 19,600,000 19,600,000 19,600,000 0Biaya alat Kantor jumlah total 1 ls 19,600,000 19,600,000



Subtotal 19,600,000

60.83.5 Biaya Jamuan/Kunjungan 0 Anggaran Awal 0 ls 0 0 80,000,000 0 80,000,000 80,000,000 80,000,000 0Biaya Jamuan/Kunjungan 1 ls 80,000,000 80,000,000



Subtotal 80,000,000

60.83.6 Biaya Telepon/Listrik/Air 0 Anggaran Awal 0 ls 0 0 191,181,000 0 191,181,000 191,181,000 191,181,000 0Air Kerja 1 ls 35,753,000 35,753,000Sewa Mesin Fax 1.7.08.01 8 bulan 300,000 2,520,000Sewa Mesin Telepon 1.7.08.02 8 bulan 100,000 840,000Biaya bulanan Telepon 1.7.08.03 8 bulan 4,770,000 40,068,000Biaya PLN 1.7.08.04 8 bulan 6,666,667 56,000,000Air Bersih 1.7.10.06 1 ls 20,000,000 14,000,000Sambunganto the PLN for Contractor's Site 1.7.10.07 8 bulan 5,000,000 42,000,000




60.83.7 Biaya Perjalanan Dinas 0 Anggaran Awal 0 ls 0 0 37,500,000 0 37,500,000 37,500,000 37,500,000 0biaya perjalanan dinas X.2 1 ls 37,500,000 37,500,000



Subtotal 37,500,000

60.83.9 Biaya Buang Sampah/Puing 0 Anggaran Awal 0 ls 0 0 129,164,000 0 129,164,000 129,164,000 129,164,000 0Removal of Rubbish 1.7.11.10 8.40 bulan 15,376,667 129,164,000


37 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0983 PROYEK WHOTEL OPERASIONAL KANTOR HAL





Total Worktype Operasional Kantor 0 523,926,100 0 523,926,100 523,926,100 523,926,100 0

38 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0986 PROYEK WHOTEL TENAGA HARIAN UMUM HAL



00.86.1 Upah Tenaga Harian 0 Anggaran Awal 0 ls 0 0 171,867,000 0 171,867,000 171,867,000 171,867,000 0Cleaning-up 1.7.11.11 12 bulan 4,458,667 53,504,000Pekerja Safety 1.5.07.21 55 M/M 900,000 49,140,000Labour cost for instal & removel 1.7.11.05 6,922 m2 10,000 69,223,000




Total Worktype Tenaga Harian Umum 0 171,867,000 0 171,867,000 171,867,000 171,867,000 0

39 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0988 PROYEK WHOTEL BIAYA BANK DAN ASURANSI HAL



60.88.4 Biaya Transaksi Bank 0 Anggaran Awal 0 ls 0 0 2,500,000 0 2,500,000 2,500,000 2,500,000 0biaya transaksi bank X.3 1 ls 2,500,000 2,500,000



Subtotal 2,500,000

60.88.7 Biaya Asuransi 0 Anggaran Awal 0 ls 0 0 109,000,000 0 109,000,000 109,000,000 109,000,000 0Astek 0.12% 1.4 1 ls 109,000,000 109,000,000




Total Worktype Biaya Bank Dan Asuransi 0 111,500,000 0 111,500,000 111,500,000 111,500,000 0

40 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0991 PROYEK WHOTEL SARANA FASILITAS PROYEK HAL



30.91.1 Material Site Instalasi 0 Anggaran Awal 0 ls 0 0 262,577,000 1,472,000 264,049,000 264,049,000 264,049,000 0Maintenance and Protection 1.5.18.01 8 bulan 2,500,000 21,000,000Temporary Drainage 1.7.11.07 1 ls 10,000,000 7,000,000Setting Out the Works 1.5.07.27 1 ls 15,000,000 10,500,000Lightning Protection 1.7.11.09 1 ls 30,000,000 21,000,000Temporary Site Accomodation for the Employer and the Project M 1.7.05.07 1 ls 31,980,000 22,386,000Removal of Water 1.7.11.06 1 ls 38,085,000 26,659,500Cable + medium 1.7.10.09 1 ls 129,895,000 90,926,500Panel 1.7.10.08 15 nos 350,000 5,145,000Lighting 1.7.10.10 129 point 450,000 57,960,000

Perubahan (Pekerjaan Tambah/Kurang)Pagar calsiboard temporary SI 61 9 m 160,000 1,472,000



Total Worktype Sarana Fasilitas Proyek 0 262,577,000 1,472,000 264,049,000 264,049,000 264,049,000 0

41 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0993 PROYEK WHOTEL JASA PIHAK LUAR HAL



60.93.5 Biaya Pengetesan 0 Anggaran Awal 0 ls 0 0 63,973,000 0 63,973,000 63,973,000 63,973,000 0Samples and Prototypes 1.5.07.25 1 ls 10,000,000 7,000,000Testing of Materials 1.5.07.26 1 ls 81,390,000 56,973,000



Subtotal 63,973,000

Total Worktype Jasa Pihak Luar 0 63,973,000 0 63,973,000 63,973,000 63,973,000 0

42 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0997 PROYEK WHOTEL MASA PEMELIHARAAN HAL



63.97.0 Biaya Pemeliharaan dan Perawatan 0 Anggaran Awal 0 ls 0 0 150,000,000 0 150,000,000 150,000,000 150,000,000 0biaya perawatan X.4 1 ls 150,000,000 150,000,000




Total Worktype Masa Pemeliharaan 0 150,000,000 0 150,000,000 150,000,000 150,000,000 0

43 / 43LAPORAN COSTCONTROL LEMBAR TAKSIRAN BULAN FEB'0999 PROYEK WHOTEL RESIKO//CADANGAN HAL



63.99.2 Biaya Cadangan Risiko 0 Anggaran Awal 0 ls 0 0 2,341,617,274 0 2,341,617,274 2,341,617,274 2,341,617,274 0biaya cadangan resiko pekerjaan struktur X.5 1 ls 500,000,000 500,000,000biaya cadangan resiko pekerjaan finishing X.5.2 1 ls 1,841,617,274 1,841,617,274



Subtotal 2,341,617,274

Total Worktype Resiko//Cadangan 0 2,341,617,274 0 2,341,617,274 2,341,617,274 2,341,617,274 0

lembar taksiran 0902 revisi baru

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