INSTALASI AIR KOTOR PEKERJAAN PENANGKAL PETIR SYSTEM ELEKTROSTATIS

PEKERJAAN TANAH Start: Wed 91411ID: 3 Finish: Tue 10111Dur: 28 days Res: PEKERJAAN PONDASI Start: Wed 92111ID: 4 Finish: Tue 10181Dur: 28 days Res: PEKERJAAN KONSTRUKSI BETON LANT Start: Wed 92811ID: 5 Finish: Tue 12201Dur: 84 days Comp: 0 C.1 LANTAI DASAR ELV. -4.250 - ELV. + Start: Wed 92811ID: 6 Finish: Tue 10251Dur: 28 days Res: C.2 LANTAI 1 ELV. +0.005 - ELV. +4.150 Start: Wed 10511ID: 7 Finish: Tue 11111Dur: 28 days Res: C.3 LANTAI 2 ELV. +4.150 - ELV. +8.350 Start: Wed 10191ID: 8 Finish: Tue 11811Dur: 21 days Res: C.4 LANTAI 3 ELV. +8.350 - ELV. +12.55 Start: Wed 10261ID: 9 Finish: Tue 11151Dur: 21 days Res: C.5 LANTAI 4 ELV. +12.550 - ELV. +16.7 Start: Wed 11211ID: 10 Finish: Tue 11221Dur: 21 days Res: C.6 LANTAI 5 ELV. +16.750 - ELV. +21.2 Start: Wed 11911ID: 11 Finish: Tue 11291Dur: 21 days Res: C.7 LANTAI ATAP Start: Wed 11211ID: 12 Finish: Tue 12201Dur: 49 days Res: PEKERJAAN ARSITEKTUR Start: Wed 11211ID: 13 Finish: Tue 12271Dur: 56 days Comp: 0 LANTAI DASAR Start: Wed 11211ID: 14 Finish: Tue 12131Dur: 42 days Comp: 0 A.1 PEK. DINDING Start: Wed 11211ID: 15 Finish: Tue 11221Dur: 21 days Res: A.2 PEK. LANTAI Start: Wed 11161ID: 16 Finish: Tue 11291Dur: 14 days Res: A.3 PEK. KUSEN LENGKAP Start: Wed 11911ID: 17 Finish: Tue 11291Dur: 21 days Res: A.4 PEK. PLAFOND Start: Wed 11911ID: 18 Finish: Tue 11221Dur: 14 days Res: A.5 PEK. PENGECATAN Start: Wed 11301ID: 19 Finish: Tue 12131Dur: 14 days Res: LANTAI - 1 Start: Wed 11911ID: 20 Finish: Tue 12271Dur: 49 days Comp: 0 B.1 PEK. DINDING Start: Wed 11911ID: 21 Finish: Tue 11291Dur: 21 days Res: B.2 PEK. LANTAI Start: Wed 11301ID: 22 Finish: Tue 12131Dur: 14 days Res: B.3 PEK. KUSEN LENGKAP Start: Wed 11231ID: 23 Finish: Tue 12131Dur: 21 days Res: B.4 PEK. PLAFOND Start: Wed 11301ID: 24 Finish: Tue 12131Dur: 14 days Res: B.5 PEK. SANITAIR Start: Wed 12211ID: 25 Finish: Tue 12271Dur: 7 days Res: B.6 PEK. PENGECATAN Start: Wed 12711ID: 26 Finish: Tue 12201Dur: 14 days Res: LANTAI - 2 Start: Wed 11301ID: 27 Finish: Tue 12201Dur: 21 days Comp: 0 C.1 PEKERJAAN KUSEN LENGKAP Start: Wed 11301ID: 28 Finish: Tue 12201Dur: 21 days Res: LANTAI - 3 Start: Wed 12711ID: 29 Finish: Tue 12271Dur: 21 days Comp: 0 D.1 PEK. KUSEN LENGKAP Start: Wed 12711ID: 30 Finish: Tue 12201Dur: 14 days Res: D.2 PEK. PENGECATAN Start: Wed 12141ID: 31 Finish: Tue 12271Dur: 14 days Res: LANTAI - 4 Start: Wed 12141ID: 32 Finish: Tue 12271Dur: 14 days Comp: 0 E.1 PEK. KUSEN LENGKAP Start: Wed 12141ID: 33 Finish: Tue 12271Dur: 14 days Res: LANTAI - RUANG MESIN Start: Wed 12141ID: 34 Finish: Tue 12271Dur: 14 days Comp: 0 F.1 PEKERJAAN LANTAI Start: Wed 12141ID: 35 Finish: Tue 12271Dur: 14 days Res: PEKERJAAN MEKANIKAL Start: Wed 10191ID: 36 Finish: Tue 12201Dur: 63 days Comp: 0

1. PEKERJAAN INSTALASI PLAMBING

Start: Wed 11211ID: 37 Finish: Tue 12611Dur: 35 days Comp: 0

1.1 INSTALASI AIR BERSIH

Start: Wed 11211ID: 38 Finish: Tue 12611Dur: 35 days Comp: 0

1.3 INSTALASI AIR BEKAS

Start: Wed 11211ID: 52 Finish: Tue 12611Dur: 35 days Comp: 0

2. INSTALASI PEMIPAAN

Start: Wed 11211ID: 56 Finish: Tue 12131Dur: 42 days Comp: 0

2.1 INSTALASI VENT

Start: Wed 11211ID: 57 Finish: Tue 12131Dur: 42 days Comp: 0

2.2 INSTALASI AIR HUJAN

Start: Wed 11211ID: 59 Finish: Tue 12131Dur: 42 days Comp: 0 MATERIAL BANTU Start: Wed 11211ID: 67 Finish: Tue 12131Dur: 42 days Res: TESTING COMMISSIONING Start: Wed 12711ID: 68 Finish: Tue 12201Dur: 14 days Res:

3. INSTALASI TATA UDARA DAN SISTEM

Start: Wed 10191ID: 69 Finish: Tue 11291Dur: 42 days Comp: 0

3.1 INSTALASI PEMIPAAN

Start: Wed 10261ID: 70 Finish: Tue 11291Dur: 35 days Comp: 0

3.2 SALURAN UDARA

Start: Wed 10191ID: 72 Finish: Tue 11291Dur: 42 days Comp: 0 MATERIAL BANTU Start: Wed 10191ID: 74 Finish: Tue 12611Dur: 49 days Res: TESTING COMMISSIONING Start: Wed 12711ID: 75 Finish: Tue 12131Dur: 7 days Res: PEKERJAAN ELEKTRIKAL Start: Wed 10191ID: 76 Finish: Tue 12201Dur: 63 days Comp: 0

5.1 PEKERJAAN PERALATAN PANEL

Start: Wed 11231ID: 77 Finish: Tue 12611Dur: 14 days Res:

5.2 PEKERJAAN INSTALASI KABEL FEED

Start: Wed 10191ID: 78 Finish: Tue 11291Dur: 42 days Res:

5.3 PEKERJAAN ARMATUR LAMPU, SA

Start: Wed 11301ID: 79 Finish: Tue 12201Dur: 21 days Comp: 0

5.4 PEKERJAAN INSTALASI FINAL

Start: Wed 11911ID: 82 Finish: Tue 12611Dur: 28 days Comp: 0

5.5 PEKERJAAN KABEL TRAY

Start: Wed 10261ID: 85 Finish: Tue 11291Dur: 35 days Comp: 0 PEKERJAAN BANTU Start: Wed 10261ID: 87 Finish: Tue 11291Dur: 35 days Res: TESTING COMMISSIONING Start: Wed 11301ID: 88 Finish: Tue 12611Dur: 7 days Res: PEKERJAAN ELEKTRONIK Start: Wed 10261ID: 89 Finish: Tue 12201Dur: 56 days Comp: 0

5.6 PEKERJAAN FIRE ALARM

Start: Wed 11911ID: 90 Finish: Tue 12611Dur: 28 days Comp: 0

5.7 PEKERJAAN SISTEM TELEPON

Start: Wed 11911ID: 97 Finish: Tue 12131Dur: 35 days Comp: 0

5.8 PEKERJAAN RAK KABEL

Start: Wed 10261ID: 102 Finish: Tue 11291Dur: 35 days Comp: 0 PEKERJAAN BANTU Start: Wed 10261ID: 104 Finish: Tue 12131Dur: 49 days Res: TESTING COMMISSIONING Start: Wed 12141ID: 105 Finish: Tue 12201Dur: 7 days Res: PEKERJAAN GWT GROUND WATER TA Start: Wed 11161ID: 106 Finish: Tue 12131Dur: 28 days Comp: 0 PEKERJAAN DINDING TURAP BATU KA Start: Wed 11231ID: 113 Finish: Tue 12201Dur: 28 days Res: PEMASANGAN KABEL SEMENTARA DA Start: Wed 11231ID: 114 Finish: Tue 12201Dur: 28 days Res: PEKERJAAN PENANGKAL PETIR SYSTEM Start: Wed 12141ID: 115 Finish: Tue 12271Dur: 14 days Res: ROOF TANK KUBIKLE2 KOMPARTEME Start: Wed 12211ID: 116 Finish: Tue 12271Dur: 7 days Res: PEKERJAAN STRUKTUR Start: Wed 91411ID: 2 Finish: Tue 12201Dur: 98 days Comp: 0 Instalasi Lantai Dasar Start: Wed 11911ID: 41 Finish: Fri 111111Dur: 3 days Res: Instalasi Lantai 1 Start: Sat 111211ID: 42 Finish: Wed 1116 Dur: 5 days Res: Instalasi Lantai 2 Start: Thu 11171 ID: 43 Finish: Mon 1121 Dur: 5 days Res: Instalasi Lantai 3 Start: Tue 112211ID: 44 Finish: Sat 112611Dur: 5 days Res: Instalasi Lantai 4 Start: Sun 11271 ID: 45 Finish: Thu 12111Dur: 5 days Res: Instalasi Lantai 5 Ruang Mesin Start: Fri 12211 ID: 46 Finish: Tue 12611Dur: 5 days Res: Pengadaan dan pemasangan unit Start: Wed 11211ID: 48 Finish: Wed 1191 Dur: 8 days Res: Instalasi Site Plan Start: Thu 11101 ID: 49 Finish: Thu 11171Dur: 8 days Res: Instalasi Lantai Dasar Start: Fri 111811 ID: 50 Finish: Sat 112611Dur: 9 days Res: Instalasi Lantai 1 Start: Sun 112711ID: 51 Finish: Tue 12611Dur: 10 days Res: Instalasi Site Plan Start: Wed 11211ID: 53 Finish: Fri 111111Dur: 10 days Res: Instalasi Lantai Dasar Start: Sat 111211ID: 54 Finish: Mon 1121 Dur: 10 days Res: Instalasi Lantai 1 Start: Tue 112211ID: 55 Finish: Tue 12611Dur: 15 days Res: Instalasi Lantai 1 Start: Wed 11211ID: 58 Finish: Tue 12131Dur: 42 days Res: Instalasi Site Plan Start: Wed 11211ID: 60 Finish: Sun 11611Dur: 5 days Res: Instalasi Lantai Dasar Start: Mon 11711ID: 61 Finish: Sat 111211Dur: 6 days Res: Instalasi Lantai 1 Start: Sun 11131 ID: 62 Finish: Fri 111811Dur: 6 days Res: Instalasi Lantai 2 Start: Sat 111911ID: 63 Finish: Thu 11241Dur: 6 days Res: Instalasi Lantai 3 Start: Fri 112511 ID: 64 Finish: Wed 1130 Dur: 6 days Res: Instalasi Lantai 4 Start: Thu 12111 ID: 65 Finish: Tue 12611Dur: 6 days Res: Instalasi Lantai 5 Ruang Mesin Start: Wed 12711ID: 66 Finish: Tue 12131Dur: 7 days Res: Instalasi Lantai 1 Start: Wed 10261ID: 71 Finish: Tue 11291Dur: 35 days Res: Instalasi Lantai 1 Start: Wed 10191ID: 73 Finish: Tue 11291Dur: 42 days Res: Pekerjaan Lantai Dasar Start: Wed 11301ID: 80 Finish: Tue 12611Dur: 7 days Res: Pekerjaan Lantai 1 Start: Wed 12711ID: 81 Finish: Tue 12201Dur: 14 days Res: Pekerjaan Lantai Dasar Start: Wed 11911ID: 83 Finish: Tue 11221Dur: 14 days Res: Pekerjaan Lantai 1 Start: Wed 11231ID: 84 Finish: Tue 12611Dur: 14 days Res: Pekerjaan Lantai 1 Start: Wed 10261ID: 86 Finish: Tue 11291Dur: 35 days Res: Pengadaan dan pemasangan unit Start: Wed 11911ID: 91 Finish: Sat 111211Dur: 4 days Res: Instalasi Lantai Dasar Start: Sun 11131 ID: 92 Finish: Thu 11171Dur: 5 days Res: Instalasi Lantai 1 Start: Fri 111811 ID: 93 Finish: Tue 11221Dur: 5 days Res: Instalasi Kabel Feeder Fire Alarm Start: Wed 11231ID: 94 Finish: Sat 112611Dur: 4 days Res: Instalasi Detector Fire Alarm Lantai Da Start: Sun 11271 ID: 95 Finish: Thu 12111Dur: 5 days Res: Instalasi Detector Fire Alarm Lantai 1 Start: Fri 12211 ID: 96 Finish: Tue 12611Dur: 5 days Res: Pengadaan dan pemasangan sistem te Start: Wed 11911ID: 98 Finish: Tue 11151Dur: 7 days Res: Pengadaan dan pemasangan outlet te Start: Wed 11161ID: 99 Finish: Wed 1123 Dur: 8 days Res: Instalasi Kabel Feeder Telepon Start: Thu 11241 ID: 100 Finish: Sat 12311 Dur: 10 days Res: Instalasi Outlet Telepon Start: Sun 12411 ID: 101 Finish: Tue 12131Dur: 10 days Res: Pekerjaan Lantai 1 Start: Wed 10261ID: 103 Finish: Tue 11291Dur: 35 days Res: Pekerjaan Ground Water Tank GWT Start: Wed 11161ID: 107 Finish: Tue 12131Dur: 28 days Res: Pekerjaan Rumah Pompa Start: Wed 11161ID: 108 Finish: Tue 12131Dur: 28 days Comp: 0 Pekerjaan Struktur Start: Wed 11161ID: 109 Finish: Tue 11221Dur: 7 days Res: Pekerjaan Finishing Start: Wed 11231ID: 110 Finish: Tue 11291Dur: 7 days Res: Pekerjaan Elektrikal dan Mekanikal Start: Wed 11301ID: 111 Finish: Tue 12611Dur: 7 days Res: Pekerjaan Kusen dan Pintu Start: Wed 12711ID: 112 Finish: Tue 12131Dur: 7 days Res: Pengadaan dan pemasangan unit Start: Wed 11211ID: 39 Finish: Fri 11411 Dur: 3 days Res:

1.2 INSTALASI AIR KOTOR

Start: Wed 11211ID: 47 Finish: Tue 12611Dur: 35 days Comp: 0 Instalasi Site Plan Start: Sat 11511 ID: 40 Finish: Tue 11811Dur: 4 days Res: PEKERJAAN PERSIAPAN Start: Wed 9711 ID: 1 Finish: Tue 92711Dur: 21 days Res: Critical Noncritical Critical Milestone Milestone Critical Summary Summary Critical Inserted Inserted Critical Marked Marked Critical External External Project Summary Highlighted Critical Highlighted Noncritical Page 1 Project: Proyek Perpustakaan Date: Mon 72312 MINGGU KE : TANGGAL : NO ITEM PEKERJAAN SATUAN VOLUME PEKERJAAN BOBOT TOTAL S KEMAJUAN PEKERJAAN BOBOT Bobot Bobot SD MINGGU INI SD Minggu Lalu Minggu Ini Minggu Lalu Minggu Ini MINGGU INI I. PEKERJAAN PERSIAPAN DAN PENUNJANG 1 Pekerjaan pengukuran dan pemasangan bowplank m1 117.65 0.0882 0.0000 0.0000 0.0000 2 Pekerjaan pembersihan lokasi m2 3202.00 0.2050 0.0000 0.1025 50 50 0.1025 3 Direksikeet uk. 3,6 x 7,2 = 25,92 m2 m2 25.92 0.2392 0.0000 0.1196 50 50 0.1196 4 Pagar pengaman proyek m1 233.46 0.4485 0.0000 0.3364 75 75 0.3364 5 Air kerja lot 1.00 0.0329 0.0000 0.0016 5 5 0.0016 6 Listrik kerja lot 1.00 0.0424 0.0000 0.0021 5 5 0.0021 7 Foto proyek ls 3.00 0.0056 0.0000 0.0003 5 5 0.0003 8 Pekerjaan jalan masuk ke site m1 25.00 0.0260 0.0000 0.0130 50 50 0.0130 9 Pembuatan Dam sementara pekerjaan khusus diarea lot 1.00 1.1350 0.0000 0.2838 25 25 0.2838 kolom yang masuk ke area sungai SUB TOTAL PEKERJAAN PERSIAPAN DAN PENUNJANG 2.2228 0.0000 0.8593 0.8593 II. PEKERJAAN STRUKTUR A. PEK. TANAH 1 Galian tanah untuk pile cap dan tie beam m3 358.76 0.0824 2 Urugan tanah kembali sisa galian m3 200.24 0.0220 3 Urugan tanah dari luar proyek m3 155.00 0.1813 4 Urugan pasir di bawah pile cap, tie beam dan plat tebal 10 cm m3 37.67 0.0839 5 Lantai kerja tebal 5 cm dibawah pile cap, tie beam dan plat lantai m3 15.54 0.1123 0.4819 0.0000 0.0000 0.0000 B. PEK. PONDASI 1 Pondasi tiang pancang minipile M25 segi empat K 500 m 2208.00 4.3459 2 Potong tiang pancang ttk 184.00 0.1601 3 Mobilisasi alat pancang unit 1.00 0.2439 4 Pile cap P-1 60 x 60 x 60 m3 0.86 0.0381 5 Pile cap P-2 135 x 60 x 65 m3 0.51 0.0289 6 Pile cap P-4 135 x 135 x 85 m3 12.39 0.2937 7 Pile cap P-8 190 x 210 x 120 m3 28.73 0.7225 8 Pile cap P-9 210 x 210 x 120 m3 52.92 1.2152 9 Pit lift - Lantai pit lift m3 5.12 0.1926 - Dinding pit lift m3 4.00 0.1223 10 Tie beam TB 1 40 x 60 m3 20.16 0.5360 11 Tie beam TB 2 35 x 80 m3 11.14 0.3559 12 Tie beam TB 3 35 x 80 m3 18.14 0.5794 13 Tie beam TB 4 35 x 55 m3 9.24 0.2965 14 Tie beam TB 5 20 x 45 m3 1.94 0.0869 9.2179 0.0000 0.0000 0.0000 C. PEK. KONSTRUKSI BETON C.1 LANTAI DASAR ELV. -4.250 - ELV. +0.005 1 Kolom K1K 65 x 65 m3 39.04 1.5913 2 Kolom K4 20 x 40 m3 0.67 0.0485 3 Kolom KL 20 x 40 x 40 Lift m3 2.02 0.1432 4 Kolom B1 40 x 80 m3 9.18 0.4347 5 Kolom B2 35 x 75 m3 15.02 0.6032 6 Kolom B3 50 x 80 m3 23.09 1.3886 7 Kolom B5 35 x 75 m3 16.54 0.8125 8 Kolom B6 45 x 45 m3 20.25 1.0681 9 Kolom B7 30 x 45 m3 22.14 1.4178 10 Kolom B8 25 x 45 m3 14.85 0.8984 11 Kolom B9 20 x 40 m3 7.04 0.5313 12 Kolom B9K 20 x 40 m3 11.52 0.9060 13 Kolom B10 20 x 40 m3 7.68 0.5768 14 Kolom B10K 20 x 40 m3 0.96 0.0755 15 Plat lantai t. 80 mm ; elv. -4.250 m3 28.68 1.4163 16 Plat lantai t. 150 mm ; elv. -4.250 m3 14.14 0.4433 17 Plat lantai t. 12 cm ; elv. 0.05 m3 57.30 2.0915 18 Plat tangga utama m3 1.83 0.0629 19 Plat bordes tangga utama m3 0.29 0.0112 14.5211 0.0000 0.0000 0.0000 C.2LANTAI 1 ELV. +0.005 - ELV. +4.12 5 1 Kolom K1 d. 50 cm m3 21.72 1.1256 2 Kolom K2 60 x 60 m3 18.14 0.9270 3 Kolom K3 60x 60 m3 12.10 0.4713 4 Kolom K4 20 x 40 m3 0.67 0.0489 5 Kolom KL 20 x 40 x 40 Lift m3 2.02 0.1440 6 Kolom B1 40 x 80 m3 12.24 0.5795 7 Kolom B2 35 x 75 m3 19.85 0.7970 8 Kolom B3 50 x 80 m3 30.60 1.8404 9 Kolom B5K 35 x 75 m3 16.54 0.8224 10 Kolom B6 45 x 45 m3 10.13 0.5390 11 Kolom B7 30 x 45 m3 22.14 1.4332 12 Kolom B8 25 x 45 m3 14.85 0.9092 13 Kolom B9 20 x 40 m3 3.52 0.2689 14 Kolom B9K 20 x 40 m3 5.76 0.4584 15 Kolom B10 20 x 40 m3 6.68 0.5077 16 Kolom B10K 20 x 40 m3 0.48 0.0382 17 Plat lantai t. 12 cm ; elv. 4.125 m3 124.26 4.5995 18 Plat tangga m3 1.83 0.0636 19 Plat bordes tangga utama m3 0.29 0.0114 15.58520.0000 0.0000 0.0000 C.3 LANTAI 2 ELV. +4.125 - ELV. +8.350 1 Kolom K1A d. 50 cm m3 14.16 0.7369 2 Kolom K3A 55 x 55 m3 10.16 0.4242 3 Kolom K4 20 x 40 m3 0.67 0.0491 4 Kolom KL 20 x 40 x 40 Lift m3 2.02 0.1443 5 Kolom B5 35 x 75 m3 16.54 0.8218 6 Kolom B6 45 x 45 m3 10.13 0.5413 7 Kolom B7 30 x 45 m3 22.14 1.4377 8 Kolom B8 25 x 45 m3 14.85 0.9125 9 Kolom B9 20 x 40 m3 3.52 0.2699 10 Kolom B9K 20 x 40 m3 5.76 0.4600 11 Kolom B10 20 x 40 m3 4.16 0.3173 12 Kolom B10K 20 x 40 m3 0.48 0.0383 13 Plat lantai t. 12 cm ; elv. 8.350 m3 62.16 2.3118 14 Plat tangga m3 1.83 0.0638 15 Plat bordes tangga utama m3 0.29 0.0114 8.5403 0.0000 0.0000 0.0000 C.4 LANTAI 3 ELV. +8.350 - ELV. +12.550 1 Kolom K1B d. 35 cm m3 3.23 0.2366 2 Kolom K3B 55 x 55 m3 10.16 0.4246 3 Kolom K4 20 x 40 m3 0.67 0.0491 4 Kolom KL 20 x 40 x 40 Lift m3 2.02 0.1445 5 Kolom B4 25 x 35 m3 11.38 0.7388 6 Kolom B5 35 x 75 m3 16.54 0.8230 7 Kolom B6 45 x 45 m3 10.13 0.5420 8 Kolom B7 30 x 45 m3 22.14 1.4399 9 Kolom B8 25 x 45 m3 12.15 0.7479 10 Kolom B9 20 x 40 m3 3.52 0.2704 11 Kolom B9K 20 x 40 m3 5.76 0.4608 12 Kolom B10 20 x 40 m3 4.16 0.3179 13 Kolom B10K 20 x 40 m3 0.48 0.0385 RINCIAN PROGRES MINGGUAN PEKERJAAN GEDUNG PERPUSTAKAAN 1 7-13 SEPTEMBER Lampiran 3. Laporan perkembangan pekerjaan mingguan pembangunan gedung perpustakaan Proyek X oleh PT. ABC 14 Plat lantai t. 12 cm ; elv. 12.550 m3 40.20 1.4988 15 Plat tangga m3 1.83 0.0639 16 Plat bordes tangga utama m3 0.29 0.0114 7.8081 0.0000 0.0000 0.0000 C.5 LANTAI 4 ELV. +12.550 - ELV. +16.750 1 Kolom K1B d. 35 cm m3 3.23 0.2392 2 Kolom K3C d. 25 cm m3 1.65 0.1032 3 Kolom K4 20 x 40 m3 0.67 0.0445 4 Kolom KL 20 x 40 x 40 Lift m3 2.02 0.1449 5 Kolom B6 45 x 45 m3 10.13 0.5435 6 Kolom B7A 0.15 x 0.5 m3 9.75 0.7298 7 Kolom B8A 25 x 45 m3 12.15 0.7503 8 Kolom B9 20 x 40 m3 3.52 0.2713 9 Kolom B9K 20 x 40 m3 5.76 0.4624 10 Kolom B10 20 x 40 m3 4.16 0.3190 11 Kolom B10K 20 x 40 m3 0.48 0.0385 12 Plat lantai t. 12 cm ; elv. 16.750 m3 40.20 1.5049 13 Plat tangga m3 1.83 0.0641 14 Plat bordes tangga utama m3 0.29 0.0114 5.2270 0.0000 0.0000 0.0000 C.6 LANTAI LMR ELV. +16.750 - ELV. +21.250 1 Kolom K1B d. 35 cm m3 3.23 0.2397 2 Kolom K4 20 x 40 m3 0.67 0.0494 3 Kolom KL 20 x 40 x 40 Lift m3 2.02 0.1456 4 Kolom B6 45 x 45 m3 7.09 0.3829 5 Kolom B9 20 x 40 m3 3.52 0.2729 6 Kolom B9K 20 x 40 m3 5.76 0.4651 7 Kolom B10 20 x 40 m3 4.16 0.3208 8 Kolom B10K 20 x 40 m3 0.48 0.0388 9 Plat DAK t.12 cm ; elev. 21.250 m3 11.52 0.3958 2.3110 0.0000 0.0000 0.0000 C.7 LANTAI ATAP 1 Kolom KP9 Pipa baja 8 kg 10348.80 2.1757 2 Balok pipa d. 8 kg 14886.93 3.1298 3 Plat t. 14 mm kg 361.65 0.0516 4 Plat t. 8 mm kg 361.44 0.0515 5 Anchor Bolt d. 19 mm bh 64.00 0.0230 6 Cat ex. Kansai kg 25958.82 0.2196 5.65120.0000 0.0000 0.0000 SUB TOTAL PEKERJAAN STRUKTUR 69.3437 0.0000 0.0000 0.0000

III. PEKERJAAN ARSITEKTUR A. LANTAI DASAR

A.1 PEK. DINDING 1 Dinding hebel t. 10 cm + MU 380 m2 481.14 0.4738 2 Plesteran dinding MU 100 t. 10 mm m2 962.28 0.4604 3 Acian MU 200 t. 3 mm m2 962.28 0.2349 4 Kolom praktis 10 x 10 m 52.21 0.0380 5 Balok lintel 10 x 15 m 132.39 0.1224 6 Finishing kolom MU 200 m2 177.59 0.0433 7 Railing pagar pipa hitam finishing cat m 46.00 0.0708 8 Railing tangga pipa hitam finishing cat m 10.00 0.0154 1.4590 0.0000 0.0000 0.0000 A.2PEK. LANTAI 1 Keramik 3030 DN putih m2 105.61 0.0898 2 Keramik 3030 DN putih tangga m2 21.69 0.0184 3 Stair nozing keramik 7 x 40 cm m 31.05 0.0260 0.13420.0000 0.0000 0.0000 A.3 PEK. KUSEN LENGKAP 1 SD1 unit 1.00 0.0477 2 FD1 unit 1.00 0.0260 3 ADW1 unit 1.00 0.0394 4 ADW2 unit 1.00 0.0609 5 ADW3 unit 1.00 0.0675 6 ADW4 unit 1.00 0.0578 7 BV1 unit 4.00 0.0494 8 BV2 unit 1.00 0.0103 9 BV3 unit 1.00 0.0103 10 Handrall pagar type R-5 bh 1.00 0.2752 0.6445 0.0000 0.0000 0.0000 A.4 PEK. PLAFOND 1 Plafond beton expose finishing m2 105.61 0.0258 0.0258 0.0000 0.0000 0.0000 A.5 PEK. PENGECATAN 1 Cat dinding Vinilex 3x m2 962.28 0.2163 2 Cat plafond beton expose Vinilex 3x m2 117.97 0.0305 3 Cat kolom dan balok m2 117.59 0.0399 0.2867 0.0000 0.0000 0.0000 SUB TOTAL PEKERJAAN ARSITEKTUR LANTAI DASAR 2.5502 0.0000 0.0000 0.0000 B. LANTAI - 1 B.1 PEK. DINDING 1 Dinding hebel t. 10 cm + MU 380 m2 514.88 0.5164 2 Plesteran dinding MU 100 dan acian MU 200 m2 1029.76 0.5126 3 Acian MU 200 t. 3 mm m2 1029.76 0.2663 4 Keramik dinding 2025 KMWC m2 144.69 0.1664 5 Kolom praktis 10 x 10 m 55.87 0.0414 6 Balok lintel 10 x 15 m 141.67 0.1339 7 Finishing kolom MU 200 m2 244.79 0.0633 8 Railing tangga pipa hitam finishing cat m 82.00 0.1263 1.8266 0.0000 0.0000 0.0000 B.2PEK. LANTAI 1 Floor hardener 3 kgm2 m2 40.50 0.0338 2 Lantai karpet koridor m2 340.00 0.8393 3 Keramik 3030 DN putih tangga m2 21.69 0.0189 4 Stair nozing keramik 7 x 40 cm m 31.05 0.0260 5 Keramik 2020 KMWC m2 32.09 0.0287 0.9467 0.0000 0.0000 0.0000 B.3 PEK. KUSEN LENGKAP 1 AD3 unit 3.00 0.0775 2 AD4 unit 2.00 0.1028 3 FD1 unit 5.00 0.1311 4 PVC unit 5.00 0.0417 5 Partisi gypsum rangka metal stud galvalume m2 30.60 0.0382 6 ADW5 m2 2.00 0.3278 7 AW2 bh 5.00 0.8384 8 AD2 bh 2.00 0.2191 9 Handrall pagar type R-1 bh 5.00 0.2755 10 Handrall pagar type R-2 bh 2.00 0.1024 2.1545 0.0000 0.0000 0.0000 B.4 PEK. PLAFOND 1 Plafond gypsum + rangka m2 196.00 0.2302 2 Plafond acoustik + rangka m2 159.00 0.1502 0.3804 0.0000 0.0000 0.0000 B.5 PEK. SANITAIR 1 Closed duduk ex TOTO bh 5.00 0.1259 2 Washtafel LW 230 J bh 6.00 0.0858 3 Urinoir bh 3.00 0.0680 4 Jet spray bh 3.00 0.0146 5 Floor drain bh 6.00 0.0096 6 Kaca cermin ukuran 2600 x 1200 mm tinggi bh 2.00 0.0063 0.31020.0000 0.0000 0.0000 B.6 PEK. PENGECATAN 1 Cat dinding Vinilex 3x m2 1152.16 0.2701 2 Cat plafond beton kaisiboard Vinilex 3x m2 196.00 0.0537 3 Cat kolom m2 244.79 0.0574 0.38120.0000 0.0000 0.0000 SUB TOTAL PEKERJAAN ARSITEKTUR LANTAI - 1 5.9996 0.0000 0.0000 0.0000 C. LANTAI - 2 C.1 PEK. KUSEN LENGKAP 1 Partisi gypsum rangka metal stud galvalume m2 96.16 0.1208 2 ADW5 unit 1.00 0.1644 3 ADW5 unit 1.00 0.1644