Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

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DAFTAR HARGA SATUAN PEKERJAAN KONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHAN ( S N I ) PEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP P NO KODE ITEM PEKERJAAN SAT A B C D A.101 PEKERJAAN PERSIAPAN 1 A.101.2 Pagar Sementara dari seng gelombang tinggi 2 meter 2 A.101.4 Pengukuran dan pemasangan bouwplank 3 A.101.5 Pembuatan Gudang semen dan Alat-alat 4 A.101.6 Pembuatan Kantor Sementara dengan lantai perkerasan 5 A.101.7 Pembuatan Rumah Jaga / Konstruksi Kayu 6 A.101.8 Membersihkan Lapangan dan Perataan 7 A.101.9 Pembuatan Bedeng Buruh 8 A.101.13 Papan Nama Proyek bh 9 A.101.14 Pengadaan Sumber air bersih bh 10 A.101.15 Pengadaan Listrik kerja Bln 11 A.101.16 Keamanan Proyek Bln 12 A.101.17 Telephone Projek & HT Bln 13 A.101.18 Administrasi Proyek & Shop Drawing Bln 14 A.101.19 Mobilisasi & Demobilisasi Alat Ls 15 A.101.20 Peralatan Keselamatan & Kesehatan Kerja ( K-3 ) Ls 16 A.101.23 Dokumentasi Ls A.102 PEKERJAAN TANAH 1 A.102.1 Penggalian Tanah Biasa sedalam 1 meter 2 A.102.2 Penggalian Tanah Biasa sedalam 2 meter 3 A.102.3 Penggalian Tanah Biasa sedalam 3 meter 4 A.102.8 Pembuangan tanah sejauh 150 meter 5 A.102.9 Urugan Kembali 6 A.102.10 Pemadatan Tanah 7 A.102.11 Urugan Pasir 8 A.102.12 Urugan Sirtu A.103 PEKERJAAN PONDASI 1 A.103.5 Batu Gunung camp. 1 pc : 4 ps 2 A.103.6 Batu Gunung camp. 1 pc : 5 ps 3 A.103.9 Pondasi Batu Kosong 4 A.103.17 Potong kepala pancang ttk 5 A.103.19 Tiang Pancang 25 cm x 25 cm L = 21 m ttk A.106 PEKERJAAN KAYU / KUSEN PINTU & JENDELA 1 A.106.8 Konstruksi Kuda-kuda kayu Bangkirai m 1 m 1 m 2 m 2 m 2 m 2 m 2 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3 m 3

Transcript of Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

Page 1: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

DAFTAR HARGA SATUAN PEKERJAANKONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHAN

( S N I )

PEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGITAHUN ANGGARAN 2011

LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO KODE ITEM PEKERJAAN SATTOTAL HARGA

( Rp )A B C D E

A.101 PEKERJAAN PERSIAPAN

1 A.101.2 Pagar Sementara dari seng gelombang tinggi 2 meter 150,885.41

2 A.101.4 Pengukuran dan pemasangan bouwplank 40,674.40

3 A.101.5 Pembuatan Gudang semen dan Alat-alat 539,936.50

4 A.101.6 Pembuatan Kantor Sementara dengan lantai perkerasan 672,456.50

5 A.101.7 Pembuatan Rumah Jaga / Konstruksi Kayu 585,218.00

6 A.101.8 Membersihkan Lapangan dan Perataan 6,653.00

7 A.101.9 Pembuatan Bedeng Buruh 485,276.00 8 A.101.13 Papan Nama Proyek bh 400,000.00 9 A.101.14 Pengadaan Sumber air bersih bh 5,945,000.00

10 A.101.15 Pengadaan Listrik kerja Bln 10,000,000.00 11 A.101.16 Keamanan Proyek Bln 12,168,000.00 12 A.101.17 Telephone Projek & HT Bln 12,960,000.00 13 A.101.18 Administrasi Proyek & Shop Drawing Bln 18,449,840.00 14 A.101.19 Mobilisasi & Demobilisasi Alat Ls 12,664,900.00 15 A.101.20 Peralatan Keselamatan & Kesehatan Kerja ( K-3 ) Ls 10,947,000.00 16 A.101.23 Dokumentasi Ls 42,553,900.00

A.102 PEKERJAAN TANAH

1 A.102.1 Penggalian Tanah Biasa sedalam 1 meter 18,426.40

2 A.102.2 Penggalian Tanah Biasa sedalam 2 meter 24,200.02

3 A.102.3 Penggalian Tanah Biasa sedalam 3 meter 33,832.93

4 A.102.8 Pembuangan tanah sejauh 150 meter 23,688.20

5 A.102.9 Urugan Kembali 8,834.44

6 A.102.10 Pemadatan Tanah 23,033.00

7 A.102.11 Urugan Pasir 80,380.60

8 A.102.12 Urugan Sirtu 170,924.50

A.103 PEKERJAAN PONDASI

1 A.103.5 Batu Gunung camp. 1 pc : 4 ps 439,028.80

2 A.103.6 Batu Gunung camp. 1 pc : 5 ps 415,748.80

3 A.103.9 Pondasi Batu Kosong 239,957.16 4 A.103.17 Potong kepala pancang ttk 24,800.00 5 A.103.19 Tiang Pancang 25 cm x 25 cm L = 21 m ttk 4,507,620.00

A.106 PEKERJAAN KAYU / KUSEN PINTU & JENDELA

1 A.106.8 Konstruksi Kuda-kuda kayu Bangkirai 2,797,248.00

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NO KODE ITEM PEKERJAAN SATTOTAL HARGA

( Rp )A B C D E

A.107 PEKERJAAN BETON

1 A.107.1 Beton Tumbuk 1 pc : 3 ps : 5 kr 473,417.60

2 A.107.5 Beton Bertulang 1 pc : 2 ps : 3 kr 641,178.70 3 A.107.10 Pembesian dengan besi polos kg 6,227.99 4 A.107.11 Pembesian dengan besi ulir kg 7,571.99

5 A.107.15 Pasang bekisting untuk pondasi 79,800.00

6 A.107.16 Pasang bekisting untuk sloof 86,900.00

7 A.107.17 Pasang bekisting untuk kolom 100,800.00

8 A.107.18 Pasang bekisting untuk balok 103,100.00

9 A.107.19 Pasang bekisting untuk lantai 126,200.00

10 A.107.20 Pasang bekisting untuk tangga 90,700.00

11 A.107.29 Beton Readymix K.300 Slump 14 cm 658,057.20

A.108 PEKERJAAN PENUTUP ATAP

1 A.108.10 Pasang Aluminium foil 1 muka 12,923.18

A.110 PEKERJAAN BESI DAN ALUMINIUM 1 A.110.1 Rangka atap baja kg 14,752.19 2 A.110.8 Pek.Canal C.125x50x20x3.2 kg 14,947.44 3 A.110.9 Pek.besi L70x70x7 kg 14,155.44 4 A.110.10 Pek.besi plate t = 12 mm kg 14,221.44 5 A.110.11 Pek.plat t = 8 mm kg 14,221.44 6 A.110.12 Pek.pipa Shedule 40 kg 14,276.44 7 A.110.13 Angkur M.22 mm ( P = 300 ) kg 22,200.00 8 A.110.14 Tie Rod / ikatan angin dia.10 mm kg 9,580.00 9 A.110.15 Walter Mur bh 12,400.00

10 A.110.16 Mur Baut dia. 12 mm bh 2,200.00 11 A.110.17 Grouting bh 22,000.00

A.111 PEKERJAAN PENUTUP LANTAI DAN DINDING

1 A.111.18 Waterproofing dak / atap beton 76,228.00

2 A.111.19 Waterproofing Coating ( KM / WC & Ground Tank ) 40,114.00

A.112 PEKERJAAN PENGECATAN

1 A.112.11 Pengecatan permukaan baja dgn meni besi 17,987.70

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DAFTAR HARGA ALAT, UPAH & MATERIALKONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHAN

( S N I )

PEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGITAHUN ANGGARAN 2011

LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO KODE URAIAN PEKERJAANJUMLAH HARI & UPAH BIAYAORANG JAM ( Rp/Org/Hr ) ( Rp )

A B C D E F G

1.00 P E K E R J A 1 PK.001 Pekerja / Kenek 1.00 org / hri 40,950.00 40,950.00 2 PK.002 Tukang Gali 1.00 org / hri 61,460.00 61,460.00 3 PK.003 Kepala Tukang Batu 1.00 org / hri 71,680.00 71,680.00 4 PK.004 Tukang Batu 1.00 org / hri 61,460.00 61,460.00 5 PK.005 Kepala Tukang Kayu 1.00 org / hri 71,680.00 71,680.00 6 PK.006 Tukang Kayu 1.00 org / hri 61,460.00 61,460.00 7 PK.007 Kepala Tukang Besi 1.00 org / hri 71,680.00 71,680.00 8 PK.008 Tukang Besi 1.00 org / hri 61,460.00 61,460.00 9 PK.009 Kepala Tukang Cat 1.00 org / hri 71,680.00 71,680.00

10 PK.010 Tukang Cat 1.00 org / hri 61,460.00 61,460.00 11 PK.011 Tukang aspal 1.00 org / hri 61,460.00 61,460.00 12 PK.012 Mandor / Pengawas 1.00 org / hri 51,160.00 51,160.00 13 PK.021 Tukang Las 1.00 org / hri 61,460.00 61,460.00 14 PK.022 Petugas Siang hari 1.00 bln 1,053,000.00 1,053,000.00 15 PK.023 Petugas Malam hari 1.00 bln 975,000.00 975,000.00 16 PK.024 Operator Terampil 1.00 org / hri 46,800.00 46,800.00 17 PK.025 Buruh Terampil 1.00 org / hri 27,110.00 27,110.00 18 PK.026 Buruh Tak Terampil 1.00 org / hri 27,110.00 27,110.00 19 PK.027 Sopir Terampil 1.00 org / hri 50,700.00 50,700.00 20 PK.028 Pembantu Sopir 1.00 org / hri 27,300.00 27,300.00

M A T E R I A L 1.00 BATU :

1 HB.001 Batu Bata merah Press Mesin 1.00 bh 340.00 340.00 2 HB.002 Batu Bata merah uk. 20x9,5x4 cm uk.kecil (proses tangan) 1.00 bh 260.00 260.00

3 HB.003 Batu pecah ( 3-5 cm ) 1.00 211,800.00 211,800.00

4 HB.004 Batu pecah ( 2-3 cm ) 1.00 232,470.00 232,470.00

5 HB.005 Batu pecah ( 1-2 cm ) 1.00 279,860.00 279,860.00

6 HB.006 Batu pecah 1/3 1.00 184,500.00 184,500.00

7 HB.007 Batu Kali Belah 1.00 135,300.00 135,300.00

8 HB.008 Koral Beton 1.00 172,690.00 172,690.00

9 HB.009 Sirtu 1.00 132,840.00 132,840.00 10 HB.010 Batako tebal 20 cm 1.00 bh 2,050.00 2,050.00 11 HB.011 Batako tebal 15 cm 1.00 bh 1,880.00 1,880.00 12 HB.012 Batako tebal 10 cm 1.00 bh 1,640.00 1,640.00

13 HB.015 Batu belah 15/20 1.00 111,930.00 111,930.00

14 HB.016 Batu pecah 5/7 1.00 179,990.00 179,990.00

15 HB.017 Batu Kerikil 1.00 106,600.00 106,600.00

16 HB.019 Batu Sungai Pecah Tersaring 1.00 205,000.00 205,000.00

17 HB.020 Tanah Merah ( Galian / hanya tanah saja ) 1.00 23,690.00 23,690.00

PASIR :

1 HB.025 Pasir Urug 1.00 56,320.00 56,320.00

2 HB.026 Pasir Pasang 1.00 65,000.00 65,000.00

3 HB.027 Pasir Cor / Pasir beton 1.00 65,000.00 65,000.00

4 HB.029 Kerikil 1.00 156,000.00 156,000.00

BEKISTING : 1 HB.035 Triplek uk.3 ft x 7 ft x 9 mm 1.00 Lbr 99,010.00 99,010.00 2 HB.036 Triplek uk.3 ft x 7 ft x 6 mm 1.00 Lbr 40,500.00 40,500.00 3 HB.037 Minyak bekesting 1.00 Ltr 6,180.00 6,180.00

4 HB.038 Kayu bekesting 1.00 1,353,000.00 1,353,000.00

5 HB.039 Schafolding 1.00 12,300.00 12,300.00 6 HB.040 Plywood t. 6 mm 1.00 Lbr 47,150.00 47,150.00 7 HB.041 Plywood t. 9 mm 1.00 Lbr 94,710.00 94,710.00

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NO KODE URAIAN PEKERJAANJUMLAH HARI & UPAH BIAYAORANG JAM ( Rp/Org/Hr ) ( Rp )

A B C D E F G8 HB.042 Triplek uk.3 ft x 7 ft x 12 mm 1.00 Lbr 112,510.00 112,510.00

CAT : 1 HB.045 Cat tembok Duluc / ICI ( Luar ) putih 1si 3,5 kg 1.00 kg 42,170.00 42,170.00 2 HB.046 Cat tembok Duluc / ICI ( Dalam ) putih 1si 3,5 kg 1.00 kg 26,260.00 26,260.00 3 HB.047 Cat kayu Emco 1.00 kg 41,000.00 41,000.00 4 HB.048 Dempul / Plamur 1.00 kg 10,250.00 10,250.00 5 HB.049 Minyak cat 1.00 kg 6,150.00 6,150.00 6 HB.050 Kertas gosok / ampelas 1.00 kg 2,870.00 2,870.00 7 HB.051 Meni besi 1.00 kg 28,700.00 28,700.00 8 HB.052 Plamur tembok 1.00 kg 6,970.00 6,970.00 9 HB.053 Cat dasar 1.00 kg 20,500.00 20,500.00

10 HB.054 Cat penutup 1.00 kg 25,010.00 25,010.00 11 HB.055 Dempul kayu 1.00 kg 12,300.00 12,300.00 12 HB.056 Kuas 1.00 kg 6,150.00 6,150.00 13 HB.057 Pengecatan Konst Baja 1.00 kg 610.00 610.00 14 HB.058 Zingkromate 1.00 kg 610.00 610.00 15 HB.059 Cat duko 1.00 kg 77,900.00 77,900.00 16 HB.060 Cat penutup 2x 1.00 kg 28,700.00 28,700.00 17 HB.061 Cat penutup (dengan tebal 200 um) 1.00 kg 84,210.00 84,210.00 18 HB.062 Cat antara 1.00 kg 24,510.00 24,510.00

SEMEN : 1 HB.091 Semen ( Ex Andalas ) / 40 kg 1.00 kg 920.00 920.00 2 HB.093 Semen Putih Tiga Roda / 40 kg 1.00 zak 53,300.00 53,300.00 3 HB.095 Semen Warna 1.00 kg 1,390.00 1,390.00 4 HB.096 Semen Putih 1.00 kg 1,390.00 1,390.00 5 HB.097 Semen Abu-abu 1.00 kg 29,520.00 29,520.00

BESI DAN KAWAT. 1 HB.100 Tulangan Besi Beton Ulir 1.00 kg 6,320.00 6,320.00 2 HB.101 Tulangan Besi Beton Polos 1.00 kg 5,040.00 5,040.00 3 HB.102 Kawat Beton 1.00 kg 10,240.00 10,240.00 4 HB.103 Paku segala ukuran ( Rata-rata ) 1.00 kg 11,040.00 11,040.00 5 HB.104 Plat Besi Strip 1.00 kg 8,280.00 8,280.00 6 HB.105 Besi Canal C.125x50x20x3.2 1.00 kg 10,190.00 10,190.00 7 HB.106 Besi Plat Hitam segala ukuran 1.00 kg 9,530.00 9,530.00 8 HB.107 Besi Baja Siku L70x70x7 1.00 kg 9,470.00 9,470.00 9 HB.108 Bordes Plat 1.00 kg 68,800.00 68,800.00

10 HB.109 Baja profil WF 1.00 kg 8,350.00 8,350.00 11 HB.110 Wire Mesh M.8 ( uk.2,1m x 5,4m ) 1.00 kg 35,000.00 35,000.00 12 HB.111 Besi strip 1.00 kg 9,470.00 9,470.00 13 HB.112 Paku Payung 1.00 kg 14,400.00 14,400.00 14 HB.113 Paku Anti Karat 1.00 kg 28,000.00 28,000.00 15 HB.114 Paku triplek 1.00 kg 7,600.00 7,600.00 16 HB.115 Paku biasa 1/2" 1.00 kg 7,600.00 7,600.00 17 HB.116 Kawat las. AW.SE.6013 1.00 kg 1,200.00 1,200.00 18 HB.117 Besi strip 2x3 1.00 kg 10,000.00 10,000.00 19 HB.118 Pintu besi 1.00 kg 600,000.00 600,000.00 20 HB.119 Kawat Harmonika 1.00 kg 20,400.00 20,400.00 21 HB.120 Paku skrup 3,5" 1.00 kg 20,000.00 20,000.00 22 HB.121 Wire Mesh M.4 ( uk.2,1m x 5,4m ) 1.00 kg 8,740.00 8,740.00 23 HB.122 Wire Mesh M.6 ( uk.2,1m x 5,4m ) 1.00 kg 19,690.00 19,690.00

KAYU 1 HB.135 Dolken kayu dia. 8 - 400 cm 1.00 btg 12,480.00 12,480.00

2 HB.136 Kayu meranti 5/7 MB 1.00 1,200,000.00 1,200,000.00

3 HB.137 Papan kayu meranti 3/30 MB 1.00 2,120,000.00 2,120,000.00

4 HB.138 Kayu ulin 10/10 - 200/400 1.00 960,000.00 960,000.00

5 HB.139 Kayu Bangkirai 1.00 1,440,000.00 1,440,000.00

6 HB.140 Papan Kayu Bangkirai 1.00 1,480,000.00 1,480,000.00

7 HB.141 Balok 8/15 & 6/15 ( kayu borneo ) 1.00 1,200,000.00 1,200,000.00

8 HB.142 Papan Ulin 1.00 1,200,000.00 1,200,000.00

9 HB.143 Kayu Ulin 1.00 1,600,000.00 1,600,000.00

10 HB.144 Kayu borneo balok 1.00 1,440,000.00 1,440,000.00

11 HB.147 Papan Cor 2/20 1.00 760,000.00 760,000.00

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NO KODE URAIAN PEKERJAANJUMLAH HARI & UPAH BIAYAORANG JAM ( Rp/Org/Hr ) ( Rp )

A B C D E F G

12 HB.148 Balok 6/12 x 4 m Kamper Samarinda Oven 1.00 5,720,000.00 5,720,000.00

13 HB.149 Balok 8/12 x 4 m Kamper Samarinda Oven 1.00 5,720,000.00 5,720,000.00

14 HB.150 Papan 3/30 x 4 m Kamper Samarinda Oven 1.00 5,720,000.00 5,720,000.00

15 HB.151 Balok 6/12 x 4 m Kamper Medan 1.00 2,800,000.00 2,800,000.00

16 HB.152 Papan 3/30 x 4 m Kamper Medan 1.00 2,800,000.00 2,800,000.00

17 HB.153 Balok 6/12 x 4 m Bangkirai 1.00 2,920,000.00 2,920,000.00

18 HB.154 Papan 3/30 x 4 m Bangkirai 1.00 2,920,000.00 2,920,000.00

ATAP 1 HB.160 Seng gelombang bjls 30 1.00 lbr 41,600.00 41,600.00 2 HB.169 Seng plat 1.00 lbr 28,000.00 28,000.00 3 HB.178 Asbes gelombang 1.00 lbr 32,800.00 32,800.00 4 HB.205 Seng plat bjls 28 1.00 lbr 30,240.00 30,240.00

5 HB.214 Aluminium foil 1 Muka 1.00 2,800.00 2,800.00

6 HB.268 Upah pemasangan 1.00 22,000.00 22,000.00

BETON READY MIX

1 HB.315 Beton K.BO 1.00 400,980.00 400,980.00

2 HB.325 Beton Ready Mix K.300 Slump 12 1.00 573,080.00 573,080.00

3 HB.234 Sewa pompa lt Bsm s/d lt 4 vol min 200 m3 1.00 11,270.00 11,270.00 4 HB.337 Biaya tambahan / jam ( setelah 8 jam ) 1.00 jam 205,000.00 205,000.00

LAIN - LAIN 1 HB.345 Peralatan pancang 1.00 ls 2,880.00 2,880.00 2 HB.346 Pemotongan kepala tiang pancang 1.00 bh 20,000.00 20,000.00 3 HB.347 Pembuangan potongan kepala tiang pancang 1.00 bh 4,800.00 4,800.00 4 HB.350 Bak fiberglass 1.00 bh 120,000.00 120,000.00 5 HB.351 Kunci tanam 1.00 bh 52,000.00 52,000.00 6 HB.352 Kait angin 1.00 bh 10,000.00 10,000.00 7 HB.353 Engsel pintu 1.00 bh 6,800.00 6,800.00 8 HB.354 Kunci Slot 1.00 bh 6,000.00 6,000.00

9 HB.360 Waterproofing ( Ekogum - Betek ) 1.00 26,000.00 26,000.00

10 HB.361 Self aditive membrane 1.00 30,000.00 30,000.00

11 HB.362 Clementitious ( bahan additive ) 1.00 30,000.00 30,000.00 12 HB.364 Papan Nama Proyek ( uk.1 x 2 m ) + Pondasi 1.00 bh 400,000.00 400,000.00 13 HB.365 Pemasangan Pompa + Pemipaan 1.00 bh 1,000,000.00 1,000,000.00 14 HB.367 Biaya Penyambungan PLN 1.00 ls 1,200,000.00 1,200,000.00 15 HB.368 Listrik PLN untuk Direksi Keet & Barak Kerja 1.00 bln 880,000.00 880,000.00 16 HB.369 Biaya Penyambungan Telephon ( 1 Line ) 1.00 Ls 1,200,000.00 1,200,000.00 17 HB.370 Biaya Pemakaian Telephon 1.00 bln 760,000.00 760,000.00 18 HB.371 Handy Talki ( HT ) 1.00 bh 1,800,000.00 1,800,000.00 19 HB.372 Upah pasang angkur 1.00 bh 2,000.00 2,000.00 20 HB.373 Angkur 4 dia. 19 mm ( P = 300 ) 1.00 bh 18,000.00 18,000.00 21 HB.374 Chemical angkur 1.00 bh 2,200.00 2,200.00 22 HB.375 Upah pabrikasi (senei) 1.00 kg 2,000.00 2,000.00 23 HB.376 Upah stel 1.00 kg 400.00 400.00 24 HB.377 Upah pasang 1.00 kg 800.00 800.00 25 HB.378 Walter Mur 1.00 kg 11,600.00 11,600.00 26 HB.379 Mur Baut dia. 12 mm 1.00 kg 1,400.00 1,400.00 27 HB.380 Upah pasang Grouting 1.00 kg 4,000.00 4,000.00 28 HB.381 Grouting 1.00 kg 18,000.00 18,000.00 29 HB.382 Upah pasang + Install Hardware 1.00 ls 2,000.00 2,000.00 30 HB.383 Tower crane ( kapasitas daya angkut 5 s/d 40 ton ) 1.00 bln 32,000,000.00 32,000,000.00

TIANG PANCANG

1 HB.384 Tiang pancang 25x25 cm 1.00 135,000.00 135,000.00

2 HB.385 Upah pemacangan 1.00 58,720.00 58,720.00 3 HB.386 Sambungan 1.00 Ttk 165,000.00 165,000.00

4 HB.397 Las penyambungan 1.00 54,750.00 54,750.00

5 HB.399 Buang tanah sisa galian 1.00 25,500.00 25,500.00

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NO KODE URAIAN PEKERJAANJUMLAH HARI & UPAH BIAYAORANG JAM ( Rp/Org/Hr ) ( Rp )

A B C D E F G

PIPA.

1 HB.405 Pipa galvanis diameter 3" 1.00 61,500.00 61,500.00

2 HB.406 Pipa galvanis diameter 4" 1.00 77,900.00 77,900.00

3 HB.407 Pipa Black Steel diameter 2" 1.00 33,720.00 33,720.00

4 HB.408 Pipa Black Steel diameter 3" 1.00 56,530.00 56,530.00

5 HB.409 Pipa Black Steel diameter 4" 1.00 80,900.00 80,900.00

6 HB.410 Pipa PVC type AW diameter 3" 1.00 14,350.00 14,350.00

7 HB.411 Pipa PVC type AW diameter 4" 1.00 22,550.00 22,550.00

8 HB.412 Pipa beton dia. 30 cm - 100 cm 1.00 102,500.00 102,500.00

9 HB.413 Pipa beton dia. 15 cm - 20 cm 1.00 61,500.00 61,500.00

10 HB.414 Seal tape 1.00 4,100.00 4,100.00

11 HB.415 Pisher 1.00 2,050.00 2,050.00

12 HB.416 Pipa Sshedule 40 1.00 9,580.00 9,580.00

KACA. 1 HB.425 Jendela nako 1.00 bh 12,300.00 12,300.00

2 HB.426 Kaca polos 1.00 53,300.00 53,300.00 3 HB.427 Sealant 1.00 kg 151,700.00 151,700.00

4 HB.428 Kaca Wireglass t = 5 mm 1.00 213,200.00 213,200.00

5 HB.429 Kaca Patri t = 5 mm 1.00 779,000.00 779,000.00

6 HB.430 Kaca Frinted Glass t = 8 mm ex Asahimas 1.00 229,600.00 229,600.00

7 HB.431 Kaca Tempered Glass t = 8 mm ex Asahimas 1.00 229,600.00 229,600.00

8 HB.432 Printed process 1.00 164,000.00 164,000.00

9 HB.433 Frame / Fitting & Acsesories 1.00 110,700.00 110,700.00

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m1

m1

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m1

m1

m1

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DAFTAR HARGA ALAT, UPAH & MATERIALKONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHAN

( S N I )

BIAYA ANGKUT( Rp )

H

Page 8: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

BIAYA ANGKUT( Rp )

H

Page 9: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

BIAYA ANGKUT( Rp )

H

35 btg

26 btg

28 btg

35 btg

28 btg

35 btg

28 btg

Page 10: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

BIAYA ANGKUT( Rp )

H

Page 11: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

ANALISA HARGA SATUAN PEKERJAANKONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHAN

( S N I )

PEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGITAHUN ANGGARAN 2011

LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO KODE URAIAN PEKERJAAN SATHARGA TOTAL HARGA( Rp ) UPAH BAHAN JUMLAH

A B C D E F G H

A.101 PEKERJAAN PERSIAPAN

1 A.101.2 Pagar Sementara dari seng gelombang tinggi 2 meterTenaga :

PK.006 0.2000 or/hr Tukang Kayu 61,460.00 12,292.00 - 12,292.00 PK.005 0.0200 or/hr Kepala Tukang Kayu 71,680.00 1,433.60 - 1,433.60 PK.001 0.4000 or/hr Pekerja / Kenek 40,950.00 16,380.00 - 16,380.00 PK.012 0.0200 or/hr Mandor / Pengawas 51,160.00 1,023.20 - 1,023.20

Material : HB.135 1.2500 btg Dolken kayu dia. 8 - 400 cm 12,480.00 - 15,600.00 15,600.00 HB.091 2.5000 kg Semen ( Ex Andalas ) / 40 kg 920.00 - 2,300.00 2,300.00 HB.027 0.0050 m3 Pasir Cor / Pasir beton 65,000.00 - 325.00 325.00 HB.008 0.0090 m3 Koral Beton 172,690.00 - 1,554.21 1,554.21 HB.136 0.0720 m3 Kayu meranti 5/7 MB 1,200,000.00 - 86,400.00 86,400.00 HB.103 0.0600 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 662.40 662.40 HB.051 0.4500 kg Meni besi 28,700.00 - 12,915.00 12,915.00

31,128.80 119,756.61 150,885.41 TOTAL : 150,885.41

2 A.101.4 Pengukuran dan pemasangan bouwplankTenaga :

PK.006 0.1000 or/hr Tukang Kayu 61,460.00 6,146.00 - 6,146.00 PK.005 0.0100 or/hr Kepala Tukang Kayu 71,680.00 716.80 - 716.80 PK.001 0.1000 or/hr Pekerja / Kenek 40,950.00 4,095.00 - 4,095.00 PK.012 0.0050 or/hr Mandor / Pengawas 51,160.00 255.80 - 255.80

Material : HB.136 0.0120 m3 Kayu meranti 5/7 MB 1,200,000.00 - 14,400.00 14,400.00 HB.103 0.0200 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 220.80 220.80 HB.137 0.0070 m3 Papan kayu meranti 3/30 MB 2,120,000.00 - 14,840.00 14,840.00

11,213.60 29,460.80 40,674.40 TOTAL : 40,674.40

3 A.101.5 Pembuatan Gudang Semen dan Alat-alatTenaga :

PK.006 2.0000 or/hr Tukang Kayu 61,460.00 122,920.00 - 122,920.00 PK.005 0.2000 or/hr Kepala Tukang Kayu 71,680.00 14,336.00 - 14,336.00 PK.001 1.0000 or/hr Pekerja / Kenek 40,950.00 40,950.00 - 40,950.00 PK.012 0.0500 or/hr Mandor / Pengawas 51,160.00 2,558.00 - 2,558.00

Material : HB.135 1.7000 btg Dolken kayu dia. 8 - 400 cm 12,480.00 - 21,216.00 21,216.00 HB.136 0.2100 m3 Kayu meranti 5/7 MB 1,200,000.00 - 252,000.00 252,000.00 HB.103 0.3000 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 3,312.00 3,312.00 HB.091 10.500 kg Semen ( Ex Andalas ) / 40 kg 920.00 - 9,660.00 9,660.00 HB.027 0.0300 m3 Pasir Cor / Pasir beton 65,000.00 - 1,950.00 1,950.00 HB.008 0.0500 m3 Koral Beton 172,690.00 - 8,634.50 8,634.50 HB.140 1.5000 lbr Seng gelombang bjls 30 41,600.00 - 62,400.00 62,400.00

180,764.00 359,172.50 539,936.50 TOTAL : 539,936.50

4 A.101.6 Pembuatan Kantor Sementara dengan lantai perkerasanTenaga :

PK.006 2.0000 or/hr Tukang Kayu 61,460.00 122,920.00 - 122,920.00 PK.004 1.0000 or/hr Tukang Batu 61,460.00 61,460.00 - 61,460.00 PK.005 0.3000 or/hr Kepala Tukang Kayu 71,680.00 21,504.00 - 21,504.00 PK.001 2.0000 or/hr Pekerja / Kenek 40,950.00 81,900.00 - 81,900.00 PK.012 0.0500 or/hr Mandor / Pengawas 51,160.00 2,558.00 - 2,558.00

Material :

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Page 12: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

HB.135 1.2500 btg Dolken kayu dia. 8 - 400 cm 12,480.00 - 15,600.00 15,600.00 HB.136 0.1800 m3 Kayu meranti 5/7 MB 1,200,000.00 - 216,000.00 216,000.00 HB.103 0.8500 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 9,384.00 9,384.00 HB.111 1.1000 kg Besi strip 9,470.00 - 10,417.00 10,417.00 HB.091 35.000 kg Semen ( Ex Andalas ) / 40 kg 920.00 - 32,200.00 32,200.00 HB.026 0.1500 m3 Pasir Pasang 65,000.00 - 9,750.00 9,750.00 HB.027 0.1000 m3 Pasir Cor / Pasir beton 65,000.00 - 6,500.00 6,500.00 HB.008 0.1500 m3 Koral Beton 172,690.00 - 25,903.50 25,903.50 HB.001 30.000 bh Batu Bata merah Press Mesin 340.00 - 10,200.00 10,200.00 HB.169 0.2500 lbr Seng plat 28,000.00 - 7,000.00 7,000.00 HB.425 2.0000 bh Jendela nako 12,300.00 - 24,600.00 24,600.00 HB.426 0.0800 m2 Kaca polos 53,300.00 - 4,264.00 4,264.00 HB.351 0.1500 bh Kunci tanam 52,000.00 - 7,800.00 7,800.00 HB.140 0.0600 lbr Seng gelombang bjls 30 41,600.00 - 2,496.00 2,496.00

290,342.00 382,114.50 672,456.50 TOTAL : 672,456.50

5 A.101.7 Pembuatan Rumah Jaga / Konstruksi KayuTenaga :

PK.006 1.5000 or/hr Tukang Kayu 61,460.00 92,190.00 - 92,190.00 PK.005 0.1500 or/hr Kepala Tukang Kayu 71,680.00 10,752.00 - 10,752.00 PK.001 1.0000 or/hr Pekerja / Kenek 40,950.00 40,950.00 - 40,950.00 PK.012 0.0500 or/hr Mandor / Pengawas 51,160.00 2,558.00 - 2,558.00

Material : HB.135 3.0000 btg Dolken kayu dia. 8 - 400 cm 12,480.00 - 37,440.00 37,440.00 HB.136 0.2760 m3 Kayu meranti 5/7 MB 1,200,000.00 - 331,200.00 331,200.00 HB.103 0.7000 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 7,728.00 7,728.00 HB.140 1.5000 lbr Seng gelombang bjls 30 41,600.00 - 62,400.00 62,400.00

146,450.00 438,768.00 585,218.00 TOTAL : 585,218.00

6 A.101.8 Membersihkan Lapangan dan PerataanTenaga :

PK.001 0.1000 or/hr Pekerja / Kenek 40,950.00 4,095.00 - 4,095.00 PK.012 0.0500 or/hr Mandor / Pengawas 51,160.00 2,558.00 - 2,558.00

6,653.00 TOTAL : 6,653.00

7 A.101.9 Pembuatan Bedeng BuruhTenaga :

PK.006 2.0000 or/hr Tukang Kayu 61,460.00 122,920.00 - 122,920.00 PK.005 0.2000 or/hr Kepala Tukang Kayu 71,680.00 14,336.00 - 14,336.00 PK.001 1.0000 or/hr Pekerja / Kenek 40,950.00 40,950.00 - 40,950.00 PK.012 0.0500 or/hr Mandor / Pengawas 51,160.00 2,558.00 - 2,558.00

Material : HB.135 1.2500 btg Dolken kayu dia. 8 - 400 cm 12,480.00 - 15,600.00 15,600.00 HB.136 0.1860 m3 Kayu meranti 5/7 MB 1,200,000.00 - 223,200.00 223,200.00 HB.103 0.3000 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 3,312.00 3,312.00 HB.140 1.5000 lbr Seng gelombang bjls 30 41,600.00 - 62,400.00 62,400.00

180,764.00 304,512.00 485,276.00 TOTAL : 485,276.00

8 A.101.13 Papan Nama Proyek bh HB.364 1.0000 bh Papan Nama Proyek ( uk.1 x 2 m ) + Pondasi 400,000.00 - 400,000.00 400,000.00

400,000.00 TOTAL : 400,000.00

9 A.101.14 Pengadaan Sumber air bersih bh2.0000 unit Tangki air 5 m3 + accessories 1,435,000.00 - 2,870,000.00 2,870,000.00 1.0000 ls Instalasi pipa 2,050,000.00 - 2,050,000.00 2,050,000.00 1.0000 bh Pemasangan Pompa + Pemipaan 1,025,000.00 - 1,025,000.00 1,025,000.00

5,945,000.00 TOTAL : 5,945,000.00

10 A.101.15 Pengadaan Listrik kerja bln HB.367 1.0000 ls Biaya Penyambungan PLN 1,200,000.00 - 1,200,000.00 1,200,000.00 HB.368 10.000 bln Listrik PLN untuk Direksi Keet & Barak Kerja 880,000.00 - 8,800,000.00 8,800,000.00

10,000,000.00 TOTAL : 10,000,000.00

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11 A.101.16 Keamanan Proyek blnPK.022 1.0000 bln Petugas Siang hari 1,053,000.00 1,053,000.00 - 1,053,000.00 PK.023 1.0000 bln Petugas Malam hari 975,000.00 975,000.00 - 975,000.00

TOTAL PER BULAN : 2,028,000.00 6.0000 bln Pelaksanaan Proyek 2,028,000.00 12,168,000.00 - 12,168,000.00

TOTAL : 12,168,000.00

12 A.101.17 Telephone Projek & HT bln HB.369 1.0000 Ls Biaya Penyambungan Telephon ( 1 Line ) 1,200,000.00 - 1,200,000.00 1,200,000.00 HB.370 6.0000 bln Biaya Pemakaian Telephon 760,000.00 - 4,560,000.00 4,560,000.00 HB.371 4.0000 bh Handy Talki ( HT ) 1,800,000.00 - 7,200,000.00 7,200,000.00

12,960,000.00 TOTAL : 12,960,000.00

13 A.101.18 Administrasi Proyek & Shop Drawing bh200.00 lbr Shop Drawing 82,000.00 - 16,400,000.00 16,400,000.00 18.000 rol Foto Dokumentasi 113,880.00 - 2,049,840.00 2,049,840.00

18,449,840.00 TOTAL : 18,449,840.00

14 A.101.19 Mobilisasi & Demobilisasi Alat ls- 1.0000 ls Balok beton utk loading test 1,230,000.00 - 1,230,000.00 1,230,000.00 - 1.0000 bh Tower Crane kap 5 s/d 40 ton 820,000.00 - 820,000.00 820,000.00 - 1.0000 bh Mobile Crane 1,230,000.00 - 1,230,000.00 1,230,000.00 - 1.0000 bh Universal Lift 697,000.00 - 697,000.00 697,000.00 - 1.0000 bh Dump Truk 533,000.00 - 533,000.00 533,000.00 - 1.0000 bh Concrete pump 369,000.00 - 369,000.00 369,000.00 - 1.0000 bh Compressor 533,000.00 - 533,000.00 533,000.00 - 1.0000 bh Generator set 100 kva 410,000.00 - 410,000.00 410,000.00 - 1.0000 bh Concrete Vibrator 287,000.00 - 287,000.00 287,000.00 - 1.0000 bh Bar Bender 205,000.00 - 205,000.00 205,000.00 - 1.0000 bh Bar Cutter 205,000.00 - 205,000.00 205,000.00 - 1.0000 bh Water pump 287,000.00 - 287,000.00 287,000.00 - 1.0000 bh Auto Level 205,000.00 - 205,000.00 205,000.00 - 1.0000 bh Theodolite 205,000.00 - 205,000.00 205,000.00 - 1.0000 bh Chain block 205,000.00 - 205,000.00 205,000.00 - 1.0000 bh Arc Welding Machine 512,500.00 - 512,500.00 512,500.00 - 1.0000 bh Tamping Rammer 426,400.00 - 426,400.00 426,400.00 - 1.0000 bh Concrete Mixer 205,000.00 - 205,000.00 205,000.00 - 1.0000 bh Eskavator 410,000.00 - 410,000.00 410,000.00 - 1.0000 bh Stum Wals 410,000.00 - 410,000.00 410,000.00 - 1.0000 ls Scafolding 410,000.00 - 410,000.00 410,000.00 - 1.0000 ls Alat Pancang 2,870,000.00 - 2,870,000.00 2,870,000.00

12,664,900.00 TOTAL : 12,664,900.00

15 A.101.20 Peralatan Keselamatan & Kesehatan Kerja ( K-3 ) ls- 8.000 unit Pemadam kebakaran 1,025,000.00 - 8,200,000.00 8,200,000.00 - 10.000 unit Sabuk pengaman 69,700.00 - 697,000.00 697,000.00 - 1.000 ls Rambu-rambu, railing 2,050,000.00 - 2,050,000.00 2,050,000.00

10,947,000.00 TOTAL : 10,947,000.00

16 A.101.23 Dokumentasi ls- 1.000 ls Dokumen tender 15,990,000.00 - 15,990,000.00 15,990,000.00 - 1.000 ls Dokumen kontrak 5,330,000.00 - 5,330,000.00 5,330,000.00 - 24.000 pkn Laporan mingguan 106,600.00 - 2,558,400.00 2,558,400.00 - 17.000 bln Laporan bulanan 533,000.00 - 9,061,000.00 9,061,000.00 - 1.000 unit Kamera 7,462,000.00 - 7,462,000.00 7,462,000.00 - 25.000 rol Film 86,100.00 - 2,152,500.00 2,152,500.00

42,553,900.00 TOTAL : 42,553,900.00

A.102 PEKERJAAN TANAH

1 A.102.1 Penggalian Tanah Biasa sedalam 1 meterTenaga :

PK.001 0.4000 or/hr Pekerja / Kenek 40,950.00 16,380.00 - 16,380.00

m3

Page 14: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PK.012 0.0400 or/hr Mandor / Pengawas 51,160.00 2,046.40 - 2,046.40 18,426.40

TOTAL : 18,426.40

2 A.102.2 Penggalian Tanah Biasa sedalam 2 meterTenaga :

PK.001 0.5260 or/hr Pekerja / Kenek 40,950.00 21,539.70 - 21,539.70 PK.012 0.0520 or/hr Mandor / Pengawas 51,160.00 2,660.32 - 2,660.32

24,200.02 TOTAL : 24,200.02

3 A.102.3 Penggalian Tanah Biasa sedalam 3 meterTenaga :

PK.001 0.7350 or/hr Pekerja / Kenek 40,950.00 30,098.25 - 30,098.25 PK.012 0.0730 or/hr Mandor / Pengawas 51,160.00 3,734.68 - 3,734.68

33,832.93 TOTAL : 33,832.93

4 A.102.8 Pembuangan tanah sejauh 150 meterTenaga :

PK.001 0.5160 or/hr Pekerja / Kenek 40,950.00 21,130.20 - 21,130.20 PK.012 0.0500 or/hr Mandor / Pengawas 51,160.00 2,558.00 - 2,558.00

23,688.20 TOTAL : 23,688.20

5 A.102.9 Urugan KembaliTenaga :

PK.001 0.1920 or/hr Pekerja / Kenek 40,950.00 7,862.40 - 7,862.40 PK.012 0.0190 or/hr Mandor / Pengawas 51,160.00 972.04 - 972.04

8,834.44 TOTAL : 8,834.44

6 A.102.10 Pemadatan TanahTenaga :

PK.001 0.5000 or/hr Pekerja / Kenek 40,950.00 20,475.00 - 20,475.00 PK.012 0.0500 or/hr Mandor / Pengawas 51,160.00 2,558.00 - 2,558.00

23,033.00 TOTAL : 23,033.00

7 A.102.11 Urugan PasirTenaga :

PK.001 0.3000 or/hr Pekerja / Kenek 40,950.00 12,285.00 - 12,285.00 PK.012 0.0100 or/hr Mandor / Pengawas 51,160.00 511.60 - 511.60

Material : HB.025 1.2000 m3 Pasir Urug 56,320.00 - 67,584.00 67,584.00

12,796.60 67,584.00 80,380.60 TOTAL : 80,380.60

8 A.102.12 Urugan SirtuTenaga :

PK.001 0.2500 or/hr Pekerja / Kenek 40,950.00 10,237.50 - 10,237.50 PK.012 0.0250 or/hr Mandor / Pengawas 51,160.00 1,279.00 - 1,279.00

Material : HB.009 1.2000 m3 Sirtu 132,840.00 - 159,408.00 159,408.00

11,516.50 159,408.00 170,924.50 TOTAL : 170,924.50

A.103 PEKERJAAN PONDASI

1 A.103.5 Batu Gunung camp. 1 pc : 4 ps

m3

m3

m3

m3

m3

m3

m3

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Page 15: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

Tenaga :PK.004 0.6000 or/hr Tukang Batu 61,460.00 36,876.00 - 36,876.00 PK.003 0.0600 or/hr Kepala Tukang Batu 71,680.00 4,300.80 - 4,300.80 PK.001 1.5000 or/hr Pekerja / Kenek 40,950.00 61,425.00 - 61,425.00 PK.012 0.0750 or/hr Mandor / Pengawas 51,160.00 3,837.00 - 3,837.00

Material : HB.007 1.1000 m3 Batu Kali Belah 135,300.00 - 148,830.00 148,830.00 HB.091 163.00 kg Semen ( Ex Andalas ) / 40 kg 920.00 - 149,960.00 149,960.00 HB.026 0.5200 m3 Pasir Pasang 65,000.00 - 33,800.00 33,800.00

106,438.80 332,590.00 439,028.80 TOTAL : 439,028.80

2 A.103.6 Batu Gunung camp. 1 pc : 5 psTenaga :

PK.004 0.6000 or/hr Tukang Batu 61,460.00 36,876.00 - 36,876.00 PK.003 0.0600 or/hr Kepala Tukang Batu 71,680.00 4,300.80 - 4,300.80 PK.001 1.5000 or/hr Pekerja / Kenek 40,950.00 61,425.00 - 61,425.00 PK.012 0.0750 or/hr Mandor / Pengawas 51,160.00 3,837.00 - 3,837.00

Material : HB.007 1.1000 m3 Batu Kali Belah 135,300.00 - 148,830.00 148,830.00 HB.091 136.00 kg Semen ( Ex Andalas ) / 40 kg 920.00 - 125,120.00 125,120.00 HB.026 0.5440 m3 Pasir Pasang 65,000.00 - 35,360.00 35,360.00

106,438.80 309,310.00 415,748.80 TOTAL : 415,748.80

3 A.103.9 Pondasi Batu KosongTenaga :

PK.004 0.3900 or/hr Tukang Batu 61,460.00 23,969.40 - 23,969.40 PK.003 0.0390 or/hr Kepala Tukang Batu 71,680.00 2,795.52 - 2,795.52 PK.001 0.7800 or/hr Pekerja / Kenek 40,950.00 31,941.00 - 31,941.00 PK.012 0.0390 or/hr Mandor / Pengawas 51,160.00 1,995.24 - 1,995.24

Material : HB.007 1.2000 m3 Batu Kali Belah 135,300.00 - 162,360.00 162,360.00 HB.025 0.3000 m3 Pasir Urug 56,320.00 - 16,896.00 16,896.00

60,701.16 179,256.00 239,957.16 TOTAL : 239,957.16

4 A.103.17 Potong kepala pancang ttkTenaga :

HB.346 1.0000 bh Pemotongan kepala tiang pancang 20,000.00 20,000.00 - 20,000.00 HB.347 1.0000 bh Pembuangan potongan kepala tiang pancang 4,800.00 4,800.00 - 4,800.00

24,800.00 TOTAL : 24,800.00

5 A.103.19 Tiang Pancang 25 cm x 25 cm L = 21 m ttkTenaga :

HB.385 21.000 m1 Upah pemacangan 58,720.00 1,233,120.00 - 1,233,120.00 Material :

HB.384 21.000 m1 Tiang pancang 25x25 cm 135,000.00 - 2,835,000.00 2,835,000.00 HB.386 2.0000 Ttk Sambungan 165,000.00 - 330,000.00 330,000.00 HB.397 2.0000 m1 Las penyambungan 54,750.00 - 109,500.00 109,500.00

1,233,120.00 3,274,500.00 4,507,620.00 TOTAL : 4,507,620.00

A.106 PEKERJAAN KAYU / KUSEN PINTU & JENDELA

1 A.106.8 Konstruksi Kuda-kuda kayu BangkiraiTenaga :

PK.006 12.000 or/hr Tukang Kayu 61,460.00 737,520.00 - 737,520.00 PK.005 1.2000 or/hr Kepala Tukang Kayu 71,680.00 86,016.00 - 86,016.00 PK.001 4.0000 or/hr Pekerja / Kenek 40,950.00 163,800.00 - 163,800.00 PK.012 0.2000 or/hr Mandor / Pengawas 51,160.00 10,232.00 - 10,232.00

Material : HB.140 1.1000 m3 Papan Kayu Bangkirai 1,480,000.00 - 1,628,000.00 1,628,000.00 HB.115 0.8000 kg Paku biasa 1/2" 7,600.00 - 6,080.00 6,080.00 HB.103 15.000 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 165,600.00 165,600.00

997,568.00 1,799,680.00 2,797,248.00 TOTAL : 2,797,248.00

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A.107 PEKERJAAN BETON

1 A.107.1 Beton Tumbuk 1 pc : 3 ps : 5 krTenaga :

PK.004 0.2500 or/hr Tukang Batu 61,460.00 15,365.00 - 15,365.00 PK.003 0.0250 or/hr Kepala Tukang Batu 71,680.00 1,792.00 - 1,792.00 PK.001 1.6500 or/hr Pekerja / Kenek 40,950.00 67,567.50 - 67,567.50 PK.012 0.0800 or/hr Mandor / Pengawas 51,160.00 4,092.80 - 4,092.80

Material : HB.027 0.5200 m3 Pasir Cor / Pasir beton 65,000.00 - 33,800.00 33,800.00 HB.008 0.8700 m3 Koral Beton 172,690.00 - 150,240.30 150,240.30 HB.091 218.00 kg Semen ( Ex Andalas ) / 40 kg 920.00 - 200,560.00 200,560.00

88,817.30 384,600.30 473,417.60 TOTAL : 473,417.60

2 A.107.5 Beton Bertulang 1 pc : 2 ps : 3 krTenaga :

PK.004 0.3500 or/hr Tukang Batu 61,460.00 21,511.00 - 21,511.00 PK.003 0.0350 or/hr Kepala Tukang Batu 71,680.00 2,508.80 - 2,508.80 PK.001 2.0000 or/hr Pekerja / Kenek 40,950.00 81,900.00 - 81,900.00 PK.012 1.0000 or/hr Mandor / Pengawas 51,160.00 51,160.00 - 51,160.00

Material : HB.027 0.5400 m3 Pasir Cor / Pasir beton 65,000.00 - 35,100.00 35,100.00 HB.008 0.8100 m3 Koral Beton 172,690.00 - 139,878.90 139,878.90 HB.091 336.00 kg Semen ( Ex Andalas ) / 40 kg 920.00 - 309,120.00 309,120.00

157,079.80 484,098.90 641,178.70 TOTAL : 641,178.70

3 A.107.10 Pembesian dengan besi polos kgTenaga :

PK.008 0.0070 or/hr Tukang Besi 61,460.00 430.22 - 430.22 PK.007 0.0007 or/hr Kepala Tukang Besi 71,680.00 50.18 - 50.18 PK.001 0.0070 or/hr Pekerja / Kenek 40,950.00 286.65 - 286.65 PK.012 0.0003 or/hr Mandor / Pengawas 51,160.00 15.35 - 15.35

Material : HB.101 1.0500 kg Tulangan Besi Beton Polos 5,040.00 - 5,292.00 5,292.00 HB.102 0.0150 kg Kawat Beton 10,240.00 - 153.60 153.60

782.39 5,445.60 6,227.99 TOTAL : 6,227.99

4 A.107.11 Pembesian dengan besi ulir kgTenaga :

PK.008 0.0070 or/hr Tukang Besi 61,460.00 430.22 - 430.22 PK.007 0.0007 or/hr Kepala Tukang Besi 71,680.00 50.18 - 50.18 PK.001 0.0070 or/hr Pekerja / Kenek 40,950.00 286.65 - 286.65 PK.012 0.0003 or/hr Mandor / Pengawas 51,160.00 15.35 - 15.35

Material : HB.100 1.0500 kg Tulangan Besi Beton Ulir 6,320.00 - 6,636.00 6,636.00 HB.102 0.0150 kg Kawat Beton 10,240.00 - 153.60 153.60

782.39 6,789.60 7,571.99 TOTAL : 7,571.99

5 A.107.15 Pasang bekisting untuk pondasiTenaga :

PK.006 0.2600 or/hr Tukang Kayu 61,460.00 15,979.60 - 15,979.60 PK.005 0.0260 or/hr Kepala Tukang Kayu 71,680.00 1,863.68 - 1,863.68 PK.001 0.3000 or/hr Pekerja / Kenek 40,950.00 12,285.00 - 12,285.00 PK.012 0.0050 or/hr Mandor / Pengawas 51,160.00 255.80 - 255.80

Material : HB.137 0.0400 m3 Papan kayu meranti 3/30 MB 2,120,000.00 - 84,800.00 84,800.00 HB.037 0.2000 Ltr Minyak bekesting 6,180.00 - 1,236.00 1,236.00 HB.103 0.3000 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 3,312.00 3,312.00

30,384.08 89,348.00 119,732.08 TOTAL : 119,732.08

1 1/2 x pakai : 79,821.39 Dibulatkan : 79,800.00

m3

m3

m2

Page 17: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

6 A.107.16 Pasang bekisting untuk sloofTenaga :

PK.006 0.2600 or/hr Tukang Kayu 61,460.00 15,979.60 - 15,979.60 PK.005 0.0260 or/hr Kepala Tukang Kayu 71,680.00 1,863.68 - 1,863.68 PK.001 0.3000 or/hr Pekerja / Kenek 40,950.00 12,285.00 - 12,285.00 PK.012 0.0050 or/hr Mandor / Pengawas 51,160.00 255.80 - 255.80

Material : HB.137 0.0450 m3 Papan kayu meranti 3/30 MB 2,120,000.00 - 95,400.00 95,400.00 HB.037 0.2000 Ltr Minyak bekesting 6,180.00 - 1,236.00 1,236.00 HB.103 0.3000 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 3,312.00 3,312.00

30,384.08 99,948.00 130,332.08 TOTAL : 130,332.08

1 1/2 x pakai : 86,888.05 Dibulatkan : 86,900.00

7 A.107.17 Pasang bekisting untuk kolomTenaga :

PK.006 0.3300 or/hr Tukang Kayu 61,460.00 20,281.80 - 20,281.80 PK.005 0.0330 or/hr Kepala Tukang Kayu 71,680.00 2,365.44 - 2,365.44 PK.001 0.3000 or/hr Pekerja / Kenek 40,950.00 12,285.00 - 12,285.00 PK.012 0.0060 or/hr Mandor / Pengawas 51,160.00 306.96 - 306.96

Material : HB.137 0.0400 m3 Papan kayu meranti 3/30 MB 2,120,000.00 - 84,800.00 84,800.00 HB.103 0.4000 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 4,416.00 4,416.00 HB.141 0.0150 m3 Balok 8/15 & 6/15 ( kayu borneo ) 1,200,000.00 - 18,000.00 18,000.00 HB.041 0.3500 Lbr Plywood t. 9 mm 94,710.00 - 33,148.50 33,148.50 HB.037 0.2000 Ltr Minyak bekesting 6,180.00 - 1,236.00 1,236.00 HB.135 2.0000 btg Dolken kayu dia. 8 - 400 cm 12,480.00 - 24,960.00 24,960.00

35,239.20 166,560.50 201,799.70 TOTAL : 201,799.70

2 x pakai : 100,899.85 Dibulatkan : 100,800.00

8 A.107.18 Pasang bekisting untuk balokTenaga :

PK.006 0.3300 or/hr Tukang Kayu 61,460.00 20,281.80 - 20,281.80 PK.005 0.0330 or/hr Kepala Tukang Kayu 71,680.00 2,365.44 - 2,365.44 PK.001 0.3200 or/hr Pekerja / Kenek 40,950.00 13,104.00 - 13,104.00 PK.012 0.0060 or/hr Mandor / Pengawas 51,160.00 306.96 - 306.96

Material : HB.137 0.0400 m3 Papan kayu meranti 3/30 MB 2,120,000.00 - 84,800.00 84,800.00 HB.103 0.4000 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 4,416.00 4,416.00 HB.141 0.0180 m3 Balok 8/15 & 6/15 ( kayu borneo ) 1,200,000.00 - 21,600.00 21,600.00 HB.041 0.3500 Lbr Plywood t. 9 mm 94,710.00 - 33,148.50 33,148.50 HB.037 0.2000 Ltr Minyak bekesting 6,180.00 - 1,236.00 1,236.00 HB.135 2.0000 btg Dolken kayu dia. 8 - 400 cm 12,480.00 - 24,960.00 24,960.00

36,058.20 170,160.50 206,218.70 TOTAL : 206,218.70

2 x pakai : 103,109.35 Dibulatkan : 103,100.00

9 A.107.19 Pasang bekisting untuk lantaiTenaga :

PK.006 0.3300 or/hr Tukang Kayu 61,460.00 20,281.80 - 20,281.80 PK.005 0.0330 or/hr Kepala Tukang Kayu 71,680.00 2,365.44 - 2,365.44 PK.001 0.3200 or/hr Pekerja / Kenek 40,950.00 13,104.00 - 13,104.00 PK.012 0.0060 or/hr Mandor / Pengawas 51,160.00 306.96 - 306.96

Material : HB.137 0.0400 m3 Papan kayu meranti 3/30 MB 2,120,000.00 - 84,800.00 84,800.00 HB.103 0.4000 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 4,416.00 4,416.00 HB.141 0.0150 m3 Balok 8/15 & 6/15 ( kayu borneo ) 1,200,000.00 - 18,000.00 18,000.00 HB.041 0.3500 Lbr Plywood t. 9 mm 94,710.00 - 33,148.50 33,148.50 HB.037 0.2000 Ltr Minyak bekesting 6,180.00 - 1,236.00 1,236.00 HB.135 6.0000 btg Dolken kayu dia. 8 - 400 cm 12,480.00 - 74,880.00 74,880.00

36,058.20 216,480.50 252,538.70 TOTAL : 252,538.70

2 x pakai : 126,269.35 Dibulatkan : 126,200.00

m2

m2

m2

m2

Page 18: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

10 A.107.20 Pasang bekisting untuk tanggaTenaga :

PK.006 0.3300 or/hr Tukang Kayu 61,460.00 20,281.80 - 20,281.80 PK.005 0.0330 or/hr Kepala Tukang Kayu 71,680.00 2,365.44 - 2,365.44 PK.001 0.3200 or/hr Pekerja / Kenek 40,950.00 13,104.00 - 13,104.00 PK.012 0.0060 or/hr Mandor / Pengawas 51,160.00 306.96 - 306.96

Material : HB.137 0.0300 m3 Papan kayu meranti 3/30 MB 2,120,000.00 - 63,600.00 63,600.00 HB.103 0.4000 kg Paku segala ukuran ( Rata-rata ) 11,040.00 - 4,416.00 4,416.00 HB.141 0.0150 m3 Balok 8/15 & 6/15 ( kayu borneo ) 1,200,000.00 - 18,000.00 18,000.00 HB.041 0.3500 Lbr Plywood t. 9 mm 94,710.00 - 33,148.50 33,148.50 HB.037 0.2000 Ltr Minyak bekesting 6,180.00 - 1,236.00 1,236.00 HB.135 2.0000 btg Dolken kayu dia. 8 - 400 cm 12,480.00 - 24,960.00 24,960.00

36,058.20 145,360.50 181,418.70 TOTAL : 181,418.70

2 x pakai : 90,709.35 Dibulatkan : 90,700.00

11 A.107.29 Beton Readymix K.300 Slump 14 cmTenaga :

PK.004 0.2000 or/hr Tukang Batu 61,460.00 12,292.00 - 12,292.00 PK.003 0.1000 or/hr Kepala Tukang Batu 71,680.00 7,168.00 - 7,168.00 PK.001 0.6000 or/hr Pekerja / Kenek 40,950.00 24,570.00 - 24,570.00 PK.012 0.0200 or/hr Mandor / Pengawas 51,160.00 1,023.20 - 1,023.20

Material : HB.234 1.0000 m3 Sewa pompa lt Bsm s/d lt 4 vol min 200 m3 11,270.00 - 11,270.00 11,270.00 HB.325 1.0500 m3 Beton Ready Mix K.300 Slump 12 573,080.00 - 601,734.00 601,734.00

45,053.20 613,004.00 658,057.20 TOTAL : 658,057.20

A.108 PEKERJAAN PENUTUP ATAP

1 A.108.10 Pasang Aluminium foil 1 mukaTenaga :

PK.006 0.0500 or/hr Tukang Kayu 61,460.00 3,073.00 - 3,073.00 PK.005 0.0050 or/hr Kepala Tukang Kayu 71,680.00 358.40 - 358.40 PK.001 0.1500 or/hr Pekerja / Kenek 40,950.00 6,142.50 - 6,142.50 PK.012 0.0080 or/hr Mandor / Pengawas 51,160.00 409.28 - 409.28

Material : HB.214 1.0500 m2 Aluminium foil 1 Muka 2,800.00 - 2,940.00 2,940.00

9,983.18 2,940.00 12,923.18 TOTAL : 12,923.18

A.110 PEKERJAAN BESI DAN ALUMINIUM1 A.110.1 Rangka atap baja kg

Tenaga :PK.008 0.0060 or/hr Tukang Besi 61,460.00 368.76 - 368.76 PK.007 0.0060 or/hr Kepala Tukang Besi 71,680.00 430.08 - 430.08 PK.001 0.0600 or/hr Pekerja / Kenek 40,950.00 2,457.00 - 2,457.00 PK.012 0.0003 or/hr Mandor / Pengawas 51,160.00 15.35 - 15.35

Material : HB.109 1.1000 kg Baja profil WF 8,350.00 - 9,185.00 9,185.00 HB.051 0.0800 kg Meni besi 28,700.00 - 2,296.00 2,296.00

3,271.19 11,481.00 14,752.19 TOTAL : 14,752.19

2 A.110.8 Pek.Canal C.125x50x20x3.2 kgTenaga :

PK.008 1.2000 or/hr Tukang Besi 61,460.00 73,752.00 - 73,752.00 PK.007 1.2000 or/hr Kepala Tukang Besi 71,680.00 86,016.00 - 86,016.00 PK.001 2.4000 or/hr Pekerja / Kenek 40,950.00 98,280.00 - 98,280.00 PK.012 0.6000 or/hr Mandor / Pengawas 51,160.00 30,696.00 - 30,696.00

Material : HB.105 110.00 kg Besi Canal C.125x50x20x3.2 10,190.00 - 1,120,900.00 1,120,900.00 HB.057 110.00 kg Pengecatan Konst Baja 610.00 - 67,100.00 67,100.00 HB.116 15.000 kg Kawat las. AW.SE.6013 1,200.00 - 18,000.00 18,000.00

288,744.00 1,206,000.00 1,494,744.00

m2

m3

m3

Page 19: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

TOTAL : 1,494,744.00 Harga per kg : 14,947.44

3 A.110.9 Pek.besi L70x70x7 kgTenaga :

PK.008 1.2000 or/hr Tukang Besi 61,460.00 73,752.00 - 73,752.00 PK.007 1.2000 or/hr Kepala Tukang Besi 71,680.00 86,016.00 - 86,016.00 PK.001 2.4000 or/hr Pekerja / Kenek 40,950.00 98,280.00 - 98,280.00 PK.012 0.6000 or/hr Mandor / Pengawas 51,160.00 30,696.00 - 30,696.00

Material : HB.107 110.00 kg Besi Baja Siku L70x70x7 9,470.00 - 1,041,700.00 1,041,700.00 HB.057 110.00 kg Pengecatan Konst Baja 610.00 - 67,100.00 67,100.00 HB.116 15.000 kg Kawat las. AW.SE.6013 1,200.00 - 18,000.00 18,000.00

288,744.00 1,126,800.00 1,415,544.00 TOTAL : 1,415,544.00

Harga per kg : 14,155.44

4 A.110.10 Pek.besi plate t = 12 mm kgTenaga :

PK.008 1.2000 or/hr Tukang Besi 61,460.00 73,752.00 - 73,752.00 PK.007 1.2000 or/hr Kepala Tukang Besi 71,680.00 86,016.00 - 86,016.00 PK.001 2.4000 or/hr Pekerja / Kenek 40,950.00 98,280.00 - 98,280.00 PK.012 0.6000 or/hr Mandor / Pengawas 51,160.00 30,696.00 - 30,696.00

Material : HB.106 110.00 kg Besi Plat Hitam segala ukuran 9,530.00 - 1,048,300.00 1,048,300.00 HB.057 110.00 kg Pengecatan Konst Baja 610.00 - 67,100.00 67,100.00 HB.116 15.000 kg Kawat las. AW.SE.6013 1,200.00 - 18,000.00 18,000.00

288,744.00 1,133,400.00 1,422,144.00 TOTAL : 1,422,144.00

Harga per kg : 14,221.44

5 A.110.11 Pek.plat t = 8 mm kgTenaga :

PK.008 1.2000 or/hr Tukang Besi 61,460.00 73,752.00 - 73,752.00 PK.007 1.2000 or/hr Kepala Tukang Besi 71,680.00 86,016.00 - 86,016.00 PK.001 2.4000 or/hr Pekerja / Kenek 40,950.00 98,280.00 - 98,280.00 PK.012 0.6000 or/hr Mandor / Pengawas 51,160.00 30,696.00 - 30,696.00

Material : HB.106 110.00 kg Besi Plat Hitam segala ukuran 9,530.00 - 1,048,300.00 1,048,300.00 HB.057 110.00 kg Pengecatan Konst Baja 610.00 - 67,100.00 67,100.00 HB.116 15.000 kg Kawat las. AW.SE.6013 1,200.00 - 18,000.00 18,000.00

288,744.00 1,133,400.00 1,422,144.00 TOTAL : 1,422,144.00

Harga per kg : 14,221.44

6 A.110.12 Pek.pipa Shedule 40 kgTenaga :

PK.008 1.2000 or/hr Tukang Besi 61,460.00 73,752.00 - 73,752.00 PK.007 1.2000 or/hr Kepala Tukang Besi 71,680.00 86,016.00 - 86,016.00 PK.001 2.4000 or/hr Pekerja / Kenek 40,950.00 98,280.00 - 98,280.00 PK.012 0.6000 or/hr Mandor / Pengawas 51,160.00 30,696.00 - 30,696.00

Material : HB.416 110.00 m1 Pipa Sshedule 40 9,580.00 - 1,053,800.00 1,053,800.00 HB.057 110.00 kg Pengecatan Konst Baja 610.00 - 67,100.00 67,100.00 HB.116 15.000 kg Kawat las. AW.SE.6013 1,200.00 - 18,000.00 18,000.00

288,744.00 1,138,900.00 1,427,644.00 TOTAL : 1,427,644.00

Harga per kg : 14,276.44

7 A.110.13 Angkur M.22 mm ( P = 300 ) bhTenaga :

HB.372 1.0000 bh Upah pasang angkur 2,000.00 2,000.00 - 2,000.00 Material :

HB.373 1.0000 bh Angkur 4 dia. 19 mm ( P = 300 ) 18,000.00 - 18,000.00 18,000.00 HB.374 1.0000 bh Chemical angkur 2,200.00 - 2,200.00 2,200.00

2,000.00 20,200.00 22,200.00 TOTAL : 22,200.00

Page 20: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

8 A.110.14 Tie Rod / ikatan angin dia.10 mm kgTenaga :

HB.375 1.0000 kg Upah pabrikasi (senei) 2,000.00 2,000.00 - 2,000.00 HB.376 1.0000 kg Upah stel 400.00 400.00 - 400.00

Material : HB.101 1.0000 kg Tulangan Besi Beton Polos 5,040.00 - 5,040.00 5,040.00

- 1.0000 ls Alat 1,530.00 - 1,530.00 1,530.00 HB.058 1.0000 kg Zingkromate 610.00 - 610.00 610.00

2,400.00 7,180.00 9,580.00 TOTAL : 9,580.00

9 A.110.15 Walter Mur kgTenaga :

HB.377 1.0000 kg Upah pasang 800.00 800.00 - 800.00 Material :

HB.378 1.0000 kg Walter Mur 11,600.00 - 11,600.00 11,600.00 800.00 11,600.00 12,400.00

TOTAL : 12,400.00

10 A.110.16 Mur Baut dia. 12 mm bhTenaga :

HB.377 1.0000 kg Upah pasang 800.00 800.00 - 800.00 Material :

HB.379 1.0000 kg Mur Baut dia. 12 mm 1,400.00 - 1,400.00 1,400.00 800.00 1,400.00 2,200.00

TOTAL : 2,200.00

11 A.110.17 Grouting bhTenaga :

HB.380 1.0000 kg Upah pasang Grouting 4,000.00 4,000.00 - 4,000.00 Material :

HB.381 1.0000 kg Grouting 18,000.00 - 18,000.00 18,000.00 4,000.00 18,000.00 22,000.00

TOTAL : 22,000.00

A.111 PEKERJAAN PENUTUP LANTAI DAN DINDING

1 A.111.18 Waterproofing dak / atap betonTenaga :

PK.004 0.2500 or/hr Tukang Batu 61,460.00 15,365.00 - 15,365.00 PK.003 0.0500 or/hr Kepala Tukang Batu 71,680.00 3,584.00 - 3,584.00 PK.012 0.0250 or/hr Mandor / Pengawas 51,160.00 1,279.00 - 1,279.00

Material : HB.360 1.0000 m2 Waterproofing ( Ekogum - Betek ) 26,000.00 - 26,000.00 26,000.00 HB.361 1.0000 m2 Self aditive membrane 30,000.00 - 30,000.00 30,000.00

20,228.00 56,000.00 76,228.00 TOTAL : 76,228.00

2 A.111.19 Waterproofing Coating ( KM / WC & Ground Tank )Tenaga :

PK.004 0.1250 or/hr Tukang Batu 61,460.00 7,682.50 - 7,682.50 PK.003 0.0250 or/hr Kepala Tukang Batu 71,680.00 1,792.00 - 1,792.00 PK.012 0.0125 or/hr Mandor / Pengawas 51,160.00 639.50 - 639.50

Material : HB.362 1.0000 m2 Clementitious ( bahan additive ) 30,000.00 - 30,000.00 30,000.00

10,114.00 30,000.00 40,114.00 TOTAL : 40,114.00

A.112 PEKERJAAN PENUTUP LANTAI DAN DINDING

1 A.112.11 Pengecatan permukaan baja dgn meni besiTenaga :

PK.010 0.2000 or/hr Tukang Cat 61,460.00 12,292.00 - 12,292.00

m2

m2

m2

Page 21: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PK.009 0.0200 or/hr Kepala Tukang Cat 71,680.00 1,433.60 - 1,433.60 PK.001 0.0200 or/hr Pekerja / Kenek 40,950.00 819.00 - 819.00 PK.012 0.0100 or/hr Mandor / Pengawas 51,160.00 511.60 - 511.60

Material : HB.051 0.1000 kg Meni besi 28,700.00 - 2,870.00 2,870.00 HB.056 0.0100 kg Kuas 6,150.00 - 61.50 61.50

15,056.20 2,931.50 17,987.70 TOTAL : 17,987.70

Page 22: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : PENDAHULUAN

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

I. PEKERJAAN PENDAHULUAN

1 Direksi Keet 40.00 688,530.00 27,541,200.00

2 Papan Nama Proyek bh 1.00 400,000.00 400,000.00

3 Gudang Semen & Barak Kerja 40.00 539,936.50 21,597,460.00

4 Pagar Sementara m' 240.00 150,885.41 36,212,498.40

5 Air Kerja ls 1.00 6,000,000.00 6,000,000.00

6 Listrik Kerja ls 1.00 10,000,000.00 10,000,000.00

7 Mobilisasi & Demobilisasi Alat ls 1.00 12,664,900.00 12,664,900.00

8 Keamanan Proyek (2 orang) ls 1.00 800,000.00 800,000.00

9 Peralatan Keselamatan & Kesehatan Kerja (K - 3) ls 1.00 10,947,000.00 10,947,000.00

10 Pembuatan Rumah Jaga/Konstruksi Kayu 2.00 585,218.00 1,170,436.00

11 Universal Lift/Passengger (1 unit) ls 1.00 20,000,000.00 20,000,000.00

12 Relokasi instalasi air bersih lama dari ground tank Fak. Teknik m' 120.00 36,000.00 4,320,000.00

ke tower tank Lab. Biologi lama.

13 Relokasi instalasi air kotor/bekas dari closet ke septictank ls 1.00 520,000.00 520,000.00

lab. Biologi lama

14 Perubahan saluran air hujan sebelah barat gedung lab. Biologi ls 1.00 5,400,000.00 5,400,000.00

lama dari bentuk U menjadi ditutup bang.lab biologi baru

15 Pek.pembongkaran teritisan lab.biologi existing sebelah barat ls 1.00 4,200,000.00 4,200,000.00

yang kena bangunan baru

16 Pemindahan bak sampah sebelah selatan bangunan lab. ls 1.00 1,400,000.00 1,400,000.00

biologi lama

TOTAL - I PEKERJAAN PENDAHULUAN 163,173,494.40

m2

m2

m2

Page 23: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

A PEKERJAAN STRUKTUR

II. BANGUNAN LABORATORIUM BIOLOGI

II.1. PEKERJAAN PERSIAPAN

1 Pek. Bouwplank m' 138.00 40,674.40 5,613,067.20

TOTAL. II.1. PEKERJAAN PERSIAPAN : 5,613,067.20

II.2. PEKERJAAN TANAH & URUGAN

1 Pek. Galian Pile Cap 333.93 27,040.00 9,029,467.20

2 Pek. Urugan pasir bawah pile cap & sloof, t = 5 cm 12.31 143,670.00 1,768,577.70

3 Pek. Lantai Kerja Bawah Pile Cap & Sloof, t = 5 cm 12.31 509,330.00 6,269,852.30

4 Pek. Urugan pasir bawah lantai, t = 5 cm 31.90 80,700.00 2,574,330.00

5 Pek. Lantai Kerja Bawah Lantai, t = 5 cm 31.90 509,330.00 16,247,627.00

6 Pek. Buangan Tanah Sisa Galian Pondasi 99.82 12,000.00 1,197,840.00

7 Pek. Urugan Tanah dalam Bangunan 127.60 25,740.00 3,284,424.00

8 Pek. Urugan Tanah Kembali 234.11 9,870.00 2,310,665.70

TOTAL.II.2. PEKERJAAN TANAH & URUGAN : 42,682,783.90

II.3. PEKERJAAN STRUKTUR BETON

II.3.1. SUB. STRUKTUR

1 Pondasi Type PC1. 750x750x400

Beton K.300 0.90 658,057.20 592,251.48

Besi Ulir Atas kg 70.76 7,571.99 535,794.30

Besi Ulir Bawah kg 74.92 7,571.99 567,293.79

Bekisting 4.80 79,800.00 383,040.00

2 Pondasi Type PC2. 1375x750x900

Beton K.300 1.85 658,057.20 1,217,405.82

Besi Ulir Atas kg 113.89 7,571.99 862,374.40

Besi Ulir Bawah kg 166.44 7,571.99 1,260,282.68

Bekisting 7.63 79,800.00 608,874.00

3 Pondasi Type PC3. 1500x1400x900

Beton K.300 13.00 658,057.20 8,554,743.60

Besi Ulir Atas kg 1,163.48 7,571.99 8,809,863.58

Besi Ulir Bawah kg 1,079.73 7,571.99 8,175,709.08

Bekisting 38.34 79,800.00 3,059,532.00

4 Pondasi Type PC.4. 1500x1500x900

Beton K.300 8.10 658,057.20 5,330,263.32

Besi Ulir Atas kg 370.29 7,571.99 2,803,833.66

Besi Ulir Bawah kg 721.14 7,571.99 5,460,467.75

Bekisting 21.60 79,800.00 1,723,680.00

5 Pondasi Type PC5. 1756x1756x1000

Beton K.300 40.09 861,904.84 34,553,765.04

Besi Ulir Atas kg 1,509.69 7,571.99 11,431,363.62

Besi Ulir Bawah kg 2,873.30 7,571.99 21,756,610.36

Bekisting 91.31 79,800.00 7,286,538.00

6 Pondasi Type PC6. 2250x1500x1000

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

Page 24: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

Beton K.300 23.63 861,904.84 20,366,811.37

Besi Ulir Atas kg 1,220.61 7,571.99 9,242,451.60

Besi Ulir Bawah kg 1,221.67 7,571.99 9,250,477.91

Bekisting 52.50 79,800.00 4,189,500.00

7 Pondasi Lift 3100x3275x800

Beton K.300 8.12 861,904.84 6,998,667.30

Besi Ulir Atas kg 266.30 7,571.99 2,016,422.00

Besi Ulir Bawah kg 301.65 7,571.99 2,284,091.99

Bekisting 10.20 79,800.00 813,960.00

8 Pek. Dinding Pile Lift, t = 20 cm

Beton K.300 2.82 861,904.84 2,430,571.65

Besi Polos kg 102.62 7,571.99 777,038.02

Besi Ulir kg 270.60 7,571.99 2,048,981.58

Bekisting 28.16 79,800.00 2,247,168.00

9 Pondasi Tiang Pancang 250x250, h = 21 m ttk 165.00 4,507,620.00 743,757,300.00

10 Pemotongan Kepala Tiang Pancang bh 165.00 24,800.00 4,092,000.00

11 PDA Test ttk 2.00 9,750,000.00 19,500,000.00

SUB TOTAL.II.3.1. SUB STRUKTUR 954,989,127.89

II.3.2. UPPER STRUKTUR

II.3.2.1. LANTAI - 1 (SATU)

1 Balok TB1. 250x400

Beton K.300 14.75 658,057.20 9,706,343.70

Besi Polos kg 1,014.66 6,227.99 6,319,296.39

Besi Ulir kg 1,398.30 7,571.99 10,587,919.21

Bekisting 118.00 86,900.00 10,254,200.00

2 Balok TB2. 250x500

Beton K.300 5.39 658,057.20 3,546,928.31

Besi Polos kg 342.26 6,227.99 2,131,593.23

Besi Ulir kg 408.78 7,571.99 3,095,279.71

Bekisting 43.12 86,900.00 3,747,128.00

3 Balok TB3. 300x650

Beton K.300 14.98 658,057.20 9,857,696.86

Besi Polos kg 772.15 6,227.99 4,808,945.57

Besi Ulir kg 1,990.66 7,571.99 15,073,265.58

Bekisting 99.84 86,900.00 8,676,096.00

4 Kolom K1. 400x800

Beton K.300 30.40 658,057.20 20,004,938.88

Besi Polos kg 2,303.65 6,227.99 14,347,118.38

Besi Ulir kg 4,529.60 7,571.99 34,298,104.02

Bekisting 228.00 100,800.00 22,982,400.00

5 Kolom K2. 400x800

Beton K.300 14.40 658,057.20 9,476,023.68

Besi Polos kg 1,091.20 6,227.99 6,795,987.05

Besi Ulir kg 1,609.20 7,571.99 12,184,852.74

Bekisting 108.00 100,800.00 10,886,400.00

6 Kolom K3. 350x350

Beton K.300 4.29 658,057.20 2,823,065.39

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

Page 25: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

Besi Polos kg 495.08 6,227.99 3,083,355.27

Besi Ulir kg 1,251.60 7,571.99 9,477,107.69

Bekisting 49.00 100,800.00 4,939,200.00

7 Kolom K4. 400x400x200

Beton K.300 1.80 658,057.20 1,184,502.96

Besi Polos kg 202.07 6,227.99 1,258,490.75

Besi Ulir kg 249.60 7,571.99 1,889,969.70

Bekisting 24.00 100,800.00 2,419,200.00

8 Kolom K5. 350x350

Beton K.300 2.45 658,057.20 1,612,240.14

Besi Polos kg 282.90 6,227.99 1,761,899.50

Besi Ulir kg 379.20 7,571.99 2,871,300.12

Bekisting 28.00 100,800.00 2,822,400.00

9 Kolom K6. 350x350

Beton K.300 0.61 658,057.20 401,414.89

Besi Polos kg 70.73 6,227.99 440,506.02

Besi Ulir kg 94.80 7,571.99 717,825.03

Bekisting 7.00 132,100.00 924,700.00

10 Plat Lantai, t = 10 cm

Beton K.300 63.80 658,057.20 41,984,049.36

Besi Polos kg 5,248.61 6,227.99 32,688,311.59

11 Kolom KT. 200x200

Beton K.300 0.32 658,057.20 210,578.30

Besi Polos kg 26.33 6,227.99 163,983.08

Besi Ulir kg 33.28 7,571.99 251,995.96

Bekisting 6.40 100,800.00 645,120.00

12 Balok BT. 200x300

Beton K.300 0.36 658,057.20 236,900.59

Besi Polos kg 24.68 6,227.99 153,706.89

Besi Ulir kg 37.44 7,571.99 283,495.46

Bekisting 4.80 103,100.00 494,880.00

13 Tangga Beton, t = 15 cm

Beton K.300 5.20 658,057.20 3,421,897.44

Besi Polos kg 395.37 6,227.99 2,462,361.99

Besi Ulir kg 505.07 7,571.99 3,824,387.01

Bekisting 26.98 90,700.00 2,447,086.00

SUB TOTAL.II.3.2. UPPER STRUKTUR - LANTAI - 1 (SATU) 346,676,448.44

II.3.2.2. LANTAI - 2 (DUA)

1 Kolom K1. 400x800

Beton K.300 24.32 658,057.20 16,003,951.10

Besi Polos kg 1,842.92 6,227.99 11,477,694.70

Besi Ulir kg 3,623.68 7,571.99 27,438,483.22

Bekisting 182.40 100,800.00 18,385,920.00

2 Kolom K2. 400x800

Beton K.300 11.52 658,057.20 7,580,818.94

Besi Polos kg 872.96 6,227.99 5,436,789.64

Besi Ulir kg 1,287.36 7,571.99 9,747,882.20

m2

m3

m2

m3

m2

m3

m2

m3

m3

m2

m3

m2

m3

m2

m3

m2

m3

Page 26: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

Bekisting 86.40 100,800.00 8,709,120.00

3 Kolom K3. 350x350

Beton K.300 3.43 658,057.20 2,257,136.20

Besi Polos kg 396.07 6,227.99 2,466,721.58

Besi Ulir kg 1,001.28 7,571.99 7,581,686.15

Bekisting 39.20 100,800.00 3,951,360.00

4 Kolom K4. 400x400x200

Beton K.300 1.44 658,057.20 947,602.37

Besi Polos kg 161.66 6,227.99 1,006,817.51

Besi Ulir kg 199.68 7,571.99 1,511,975.76

Bekisting 19.20 100,800.00 1,935,360.00

5 Kolom K5. 350x350

Beton K.300 1.96 658,057.20 1,289,792.11

Besi Polos kg 226.32 6,227.99 1,409,519.60

Besi Ulir kg 303.36 7,571.99 2,297,040.10

Bekisting 22.40 100,800.00 2,257,920.00

6 Balok G1. 300x400

Beton K.300 11.52 658,057.20 7,580,818.94

Besi Polos kg 711.19 6,227.99 4,429,287.05

Besi Ulir kg 1,573.44 7,571.99 11,914,078.24

Bekisting 76.80 103,100.00 7,918,080.00

7 Balok G2. 250x400

Beton K.300 3.15 658,057.20 2,072,880.18

Besi Polos kg 216.42 6,227.99 1,347,862.46

Besi Ulir kg 298.24 7,571.99 2,258,271.49

Bekisting 25.17 103,100.00 2,595,027.00

8 Balok G3. 350x800

Beton K.300 6.69 658,057.20 4,402,402.67

Besi Polos kg 434.20 6,227.99 2,704,194.99

Besi Ulir kg 477.04 7,571.99 3,612,144.02

Bekisting 38.24 103,100.00 3,942,544.00

9 Balok G4. 350x400

Beton K.300 8.06 658,057.20 5,303,941.03

Besi Polos kg 730.53 6,227.99 4,549,736.46

Besi Ulir kg 1,836.29 7,571.99 13,904,376.86

Bekisting 46.08 103,100.00 4,750,848.00

10 Balok G5. 350x800

Beton K.300 9.44 658,057.20 6,212,059.97

Besi Polos kg 615.23 6,227.99 3,831,648.75

Besi Ulir kg 973.93 7,571.99 7,374,592.12

Bekisting 53.92 103,100.00 5,559,152.00

11 Balok G6. 350x800

Beton K.300 5.38 658,057.20 3,540,347.74

Besi Polos kg 348.81 6,227.99 2,172,386.59

Besi Ulir kg 755.14 7,571.99 5,717,915.55

Bekisting 30.72 103,100.00 3,167,232.00

12 Balok G7. 350x600

Beton K.300 1.06 658,057.20 697,540.63

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

Page 27: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

Besi Polos kg 59.83 6,227.99 372,620.88

Besi Ulir kg 107.79 7,571.99 816,185.23

Bekisting 6.03 103,100.00 621,693.00

13 Balok B1. 200x300

Beton K.300 3.06 658,057.20 2,013,655.03

Besi Polos kg 269.87 6,227.99 1,680,748.74

Besi Ulir kg 318.24 7,571.99 2,409,711.37

Bekisting 30.60 103,100.00 3,154,860.00

14 Balok B2. 200x300

Beton K.300 2.62 658,057.20 1,724,109.86

Besi Polos kg 230.71 6,227.99 1,436,860.50

Besi Ulir kg 226.72 7,571.99 1,716,722.48

Bekisting 26.16 103,100.00 2,697,096.00

15 Balok B3. 250x400

Beton K.300 4.80 658,057.20 3,158,674.56

Besi Polos kg 330.20 6,227.99 2,056,483.62

Besi Ulir kg 492.96 7,571.99 3,732,690.16

Bekisting 38.40 103,100.00 3,959,040.00

16 Balok B4. 200x300

Beton K.300 0.28 658,057.20 184,256.02

Besi Polos kg 24.87 6,227.99 154,890.21

Besi Ulir kg 44.56 7,571.99 337,408.05

Bekisting 2.82 103,100.00 290,742.00

17 Balok CG1. 350x550

Beton K.300 6.93 658,057.20 4,560,336.40

Besi Polos kg 514.34 6,227.99 3,203,306.43

Besi Ulir kg 1,040.40 7,571.99 7,877,902.56

Bekisting 39.60 103,100.00 4,082,760.00

18 Balok CG2. 350x350

Beton K.300 2.21 658,057.20 1,454,306.41

Besi Polos kg 133.35 6,227.99 830,503.00

Besi Ulir kg 321.84 7,571.99 2,436,970.55

Bekisting 12.60 103,100.00 1,299,060.00

19 Plat Lantai, t = 12 cm

Beton K.300 77.11 658,057.20 50,742,790.69

Besi Polos kg 10,572.58 6,227.99 65,845,964.80

Bekisting 642.58 126,200.00 81,093,596.00

20 Tangga Beton, t = 15 cm

Beton K.300 2.60 658,057.20 1,710,948.72

Besi Polos kg 197.69 6,227.99 1,231,212.13

Besi Ulir kg 252.53 7,571.99 1,912,155.64

Bekisting 13.49 90,700.00 1,223,543.00

SUB TOTAL. II.3.2.2. UPPER STRUKTUR- LANTAI - 2 (DUA) : 517,276,763.99

II.3.2.3. LANTAI - 3 (TIGA)

1 Kolom K1. 400x800

Beton K.300 24.32 658,057.20 16,003,951.10

Besi Polos kg 1,842.92 6,227.99 11,477,694.70

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

Page 28: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

Besi Ulir kg 3,623.68 7,571.99 27,438,483.22

Bekisting 182.40 100,800.00 18,385,920.00

2 Kolom K2. 400x700

Beton K.300 10.08 658,057.20 6,633,216.58

Besi Polos kg 800.21 6,227.99 4,983,703.08

Besi Ulir kg 1,287.36 7,571.99 9,747,882.20

Bekisting 79.20 100,800.00 7,983,360.00

3 Kolom K3. 350x350

Beton K.300 3.43 658,057.20 2,257,136.20

Besi Polos kg 396.07 6,227.99 2,466,721.58

Besi Ulir kg 1,001.28 7,571.99 7,581,686.15

Bekisting 39.20 100,800.00 3,951,360.00

4 Kolom K4. 400x400x200

Beton K.300 1.44 658,057.20 947,602.37

Besi Polos kg 161.66 6,227.99 1,006,817.51

Besi Ulir kg 199.68 7,571.99 1,511,975.76

Bekisting 19.20 100,800.00 1,935,360.00

5 Kolom K5. 350x350

Beton K.300 1.96 658,057.20 1,289,792.11

Besi Polos kg 226.32 6,227.99 1,409,519.60

Besi Ulir kg 303.36 7,571.99 2,297,040.10

Bekisting 22.40 100,800.00 2,257,920.00

6 Balok G1A. 300x400

Beton K.300 11.52 658,057.20 7,580,818.94

Besi Polos kg 711.19 6,227.99 4,429,287.05

Besi Ulir kg 1,287.36 7,571.99 9,747,882.20

Bekisting 76.80 103,100.00 7,918,080.00

7 Balok G2. 250x400

Beton K.300 3.21 658,057.20 2,112,363.61

Besi Polos kg 220.54 6,227.99 1,373,521.80

Besi Ulir kg 303.93 7,571.99 2,301,356.14

Bekisting 25.65 103,100.00 2,644,515.00

8 Balok G3. 350x800

Beton K.300 6.69 658,057.20 4,402,402.67

Besi Polos kg 335.14 6,227.99 2,087,249.91

Besi Ulir kg 477.04 7,571.99 3,612,144.02

Bekisting 38.24 103,100.00 3,942,544.00

9 Balok G4. 350x400

Beton K.300 8.06 658,057.20 5,303,941.03

Besi Polos kg 730.53 6,227.99 4,549,736.46

Besi Ulir kg 1,922.11 7,571.99 14,554,205.39

Bekisting 46.08 103,100.00 4,750,848.00

10 Balok G5. 350x800

Beton K.300 9.44 658,057.20 6,212,059.97

Besi Polos kg 615.23 6,227.99 3,831,648.75

Besi Ulir kg 973.93 7,571.99 7,374,592.12

Bekisting 53.92 103,100.00 5,559,152.00

11 Balok G6. 350x800

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

Page 29: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

Beton K.300 5.38 658,057.20 3,540,347.74

Besi Polos kg 454.11 6,227.99 2,828,194.36

Besi Ulir kg 755.14 7,571.99 5,717,915.55

Bekisting 30.72 103,100.00 3,167,232.00

12 Balok G7. 350x600

Beton K.300 1.06 658,057.20 697,540.63

Besi Polos kg 75.78 6,227.99 471,957.39

Besi Ulir kg 107.79 7,571.99 816,185.23

Bekisting 6.03 103,100.00 621,693.00

13 Balok B1. 200x300

Beton K.300 3.06 658,057.20 2,013,655.03

Besi Polos kg 269.87 6,227.99 1,680,748.74

Besi Ulir kg 318.24 7,571.99 2,409,711.37

Bekisting 30.60 103,100.00 3,154,860.00

14 Balok B2. 200x300

Beton K.300 2.62 658,057.20 1,724,109.86

Besi Polos kg 230.71 6,227.99 1,436,860.50

Besi Ulir kg 204.05 7,571.99 1,545,065.38

Bekisting 26.16 103,100.00 2,697,096.00

15 Balok B3. 250x400

Beton K.300 4.80 658,057.20 3,158,674.56

Besi Polos kg 330.20 6,227.99 2,056,483.62

Besi Ulir kg 492.96 7,571.99 3,732,690.16

Bekisting 38.40 103,100.00 3,959,040.00

16 Balok B4. 200x300

Beton K.300 0.28 658,057.20 184,256.02

Besi Polos kg 24.87 6,227.99 154,890.21

Besi Ulir kg 44.56 7,571.99 337,408.05

Bekisting 2.82 103,100.00 290,742.00

17 Balok CG1. 350x550

Beton K.300 6.93 658,057.20 4,560,336.40

Besi Polos kg 514.34 6,227.99 3,203,306.43

Besi Ulir kg 1,040.40 7,571.99 7,877,902.56

Bekisting 39.60 103,100.00 4,082,760.00

18 Balok CG2. 350x350

Beton K.300 2.21 658,057.20 1,454,306.41

Besi Polos kg 133.35 6,227.99 830,503.00

Besi Ulir kg 321.84 7,571.99 2,436,970.55

Bekisting 12.60 103,100.00 1,299,060.00

19 Plat Lantai, t = 12 cm

Beton K.300 77.11 658,057.20 50,742,790.69

Besi Polos kg 10,572.58 6,227.99 65,845,964.80

Bekisting 642.58 126,200.00 81,093,596.00

20 Tangga Beton, t = 15 cm

Beton K.300 2.60 658,057.20 1,710,948.72

Besi Polos kg 197.69 6,227.99 1,231,212.13

Besi Ulir kg 252.53 7,571.99 1,912,155.64

Bekisting 13.49 90,700.00 1,223,543.00

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

Page 30: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

SUB TOTAL. II.3.2.3. UPPER STRUKTUR- LANTAI - 3 (TIGA) : 513,758,205.04

II.3.2.4. LANTAI - 4 (EMPAT)

1 Kolom K1. 400x800

Beton K.300 41.28 658,057.20 27,164,601.22

Besi Polos kg 3,128.35 6,227.99 19,483,345.03

Besi Ulir kg 4,613.40 7,571.99 34,932,637.12

Bekisting 309.62 100,800.00 31,209,696.00

2 Kolom K2. 400x700

Beton K.300 17.11 658,057.20 11,259,358.69

Besi Polos kg 1,358.36 6,227.99 8,459,857.93

Besi Ulir kg 1,456.86 7,571.99 11,031,335.18

Bekisting 134.44 100,800.00 13,551,552.00

3 Kolom K3. 350x350

Beton K.300 5.82 658,057.20 3,829,892.90

Besi Polos kg 672.32 6,227.99 4,187,204.93

Besi Ulir kg 1,133.12 7,571.99 8,579,977.84

Bekisting 66.54 100,800.00 6,707,232.00

4 Kolom K4. 400x400x200

Beton K.300 2.44 658,057.20 1,605,659.57

Besi Polos kg 274.42 6,227.99 1,709,086.11

Besi Ulir kg 254.22 7,571.99 1,924,952.31

Bekisting 32.59 100,800.00 3,285,072.00

5 Kolom K5. 350x350

Beton K.300 3.33 658,057.20 2,191,330.48

Besi Polos kg 384.18 6,227.99 2,392,670.73

Besi Ulir kg 343.30 7,571.99 2,599,465.54

Bekisting 38.02 100,800.00 3,832,416.00

6 Balok G1A. 300x400

Beton K.300 11.52 658,057.20 7,580,818.94

Besi Polos kg 711.19 6,227.99 4,429,287.05

Besi Ulir kg 1,287.36 7,571.99 9,747,882.20

Bekisting 76.80 103,100.00 7,918,080.00

7 Balok G2. 250x400

Beton K.300 3.21 658,057.20 2,112,363.61

Besi Polos kg 220.54 6,227.99 1,373,521.80

Besi Ulir kg 303.93 7,571.99 2,301,356.14

Bekisting 25.95 103,100.00 2,675,445.00

8 Balok G3. 350x800

Beton K.300 6.69 658,057.20 4,402,402.67

Besi Polos kg 436.32 6,227.99 2,717,398.34

Besi Ulir kg 477.04 7,571.99 3,612,144.02

Bekisting 38.24 103,100.00 3,942,544.00

9 Balok G4. 350x400

Beton K.300 4.03 658,057.20 2,651,970.52

Besi Polos kg 444.24 6,227.99 2,766,724.05

Besi Ulir kg 961.06 7,571.99 7,277,140.55

Bekisting 23.04 103,100.00 2,375,424.00

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

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Page 31: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

10 Balok G5. 350x800

Beton K.300 22.88 658,057.20 15,056,348.74

Besi Polos kg 1,491.52 6,227.99 9,289,177.61

Besi Ulir kg 2,361.13 7,571.99 17,878,462.19

Bekisting 130.72 103,100.00 13,477,232.00

11 Balok G7. 350x600

Beton K.300 1.06 658,057.20 697,540.63

Besi Polos kg 75.78 6,227.99 471,957.39

Besi Ulir kg 107.79 7,571.99 816,185.23

Bekisting 6.03 103,100.00 621,693.00

12 Balok B1. 200x300

Beton K.300 3.06 658,057.20 2,013,655.03

Besi Polos kg 269.87 6,227.99 1,680,748.74

Besi Ulir kg 291.72 7,571.99 2,208,902.09

Bekisting 30.60 103,100.00 3,154,860.00

13 Balok B2. 200x300

Beton K.300 2.62 658,057.20 1,724,109.86

Besi Polos kg 230.71 6,227.99 1,436,860.50

Besi Ulir kg 204.05 7,571.99 1,545,065.38

Bekisting 26.16 103,100.00 2,697,096.00

14 Balok B3. 250x400

Beton K.300 4.80 658,057.20 3,158,674.56

Besi Polos kg 330.20 6,227.99 2,056,483.62

Besi Ulir kg 492.96 7,571.99 3,732,690.16

Bekisting 38.40 103,100.00 3,959,040.00

15 Balok B4. 200x300

Beton K.300 0.28 658,057.20 184,256.02

Besi Polos kg 24.87 6,227.99 154,890.21

Besi Ulir kg 44.56 7,571.99 337,408.05

Bekisting 2.82 103,100.00 290,742.00

16 Balok CG1. 350x550

Beton K.300 6.93 658,057.20 4,560,336.40

Besi Polos kg 514.34 6,227.99 3,203,306.43

Besi Ulir kg 1,040.40 7,571.99 7,877,902.56

Bekisting 39.60 103,100.00 4,082,760.00

17 Balok CG2. 350x350

Beton K.300 2.21 658,057.20 1,454,306.41

Besi Polos kg 133.35 6,227.99 830,503.00

Besi Ulir kg 321.84 7,571.99 2,436,970.55

Bekisting 12.60 103,100.00 1,299,060.00

18 Plat Lantai, t = 12 cm

Beton K.300 77.11 658,057.20 50,742,790.69

Besi Polos kg 10,572.58 6,227.99 65,845,964.80

Bekisting 642.58 126,200.00 81,093,596.00

19 Tangga Beton, t = 15 cm

Beton K.300 2.60 658,057.20 1,710,948.72

Besi Polos kg 197.69 6,227.99 1,231,212.13

Besi Ulir kg 252.53 7,571.99 1,912,155.64

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

Page 32: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

Bekisting 13.49 90,700.00 1,223,543.00

SUB TOTAL. II.3.2.4. UPPER STRUKTUR- LANTAI - 4 (EMPAT) : 585,971,281.83

II.3.2.5. LANTAI RL.1

1 Kolom K6. 400x800

Beton K.300 14.72 658,057.20 9,686,601.98

Besi Polos kg 1,487.27 6,227.99 9,262,708.64

Besi Ulir kg 1,162.88 7,571.99 8,805,320.38

Bekisting 147.20 100,800.00 14,837,760.00

2 Kolom K7. 350x350

Beton K.300 4.90 658,057.20 3,224,480.28

Besi Polos kg 565.81 6,227.99 3,523,861.29

Besi Ulir kg 953.60 7,571.99 7,220,653.48

Bekisting 56.00 100,800.00 5,644,800.00

3 Kolom K8. 400x400x200

Beton K.300 1.44 658,057.20 947,602.37

Besi Polos kg 161.66 6,227.99 1,006,817.51

Besi Ulir kg 99.84 7,571.99 755,987.88

Bekisting 19.20 100,800.00 1,935,360.00

4 Balok G1A. 300x400

Beton K.300 13.08 658,057.20 8,607,388.18

Besi Polos kg 807.50 6,227.99 5,029,105.15

Besi Ulir kg 1,461.69 7,571.99 11,067,907.91

Bekisting 87.20 103,100.00 8,990,320.00

5 Balok G2A. 250x400

Beton K.300 1.24 658,057.20 815,990.93

Besi Polos kg 85.30 6,227.99 531,247.89

Besi Ulir kg 88.16 7,571.99 667,546.99

Bekisting 9.92 103,100.00 1,022,752.00

6 Balok G3. 350x800

Beton K.300 23.13 658,057.20 15,220,863.04

Besi Polos kg 1,507.95 6,227.99 9,391,503.55

Besi Ulir kg 1,648.70 7,571.99 12,483,946.51

Bekisting 132.16 103,100.00 13,625,696.00

7 Balok B1. 200x300

Beton K.300 3.06 658,057.20 2,013,655.03

Besi Polos kg 269.87 6,227.99 1,680,748.74

Besi Ulir kg 318.24 7,571.99 2,409,711.37

Bekisting 30.60 103,100.00 3,154,860.00

8 Balok B2. 200x300

Beton K.300 2.62 658,057.20 1,724,109.86

Besi Polos kg 230.71 6,227.99 1,436,860.50

Besi Ulir kg 204.05 7,571.99 1,545,065.38

Bekisting 26.16 103,100.00 2,697,096.00

9 Balok B3. 250x400

Beton K.300 0.60 658,057.20 394,834.32

Besi Polos kg 41.27 6,227.99 257,029.31

Besi Ulir kg 61.62 7,571.99 466,586.27

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

Page 33: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

Bekisting 4.80 103,100.00 494,880.00

10 Balok B3A. 250x400

Beton K.300 0.80 658,057.20 526,445.76

Besi Polos kg 55.03 6,227.99 342,726.51

Besi Ulir kg 75.84 7,571.99 574,260.02

Bekisting 6.40 103,100.00 659,840.00

11 Balok B4. 200x300

Beton K.300 0.32 658,057.20 210,578.30

Besi Polos kg 28.05 6,227.99 174,695.23

Besi Ulir kg 50.24 7,571.99 380,416.98

Bekisting 3.18 103,100.00 327,858.00

12 Balok CG3. 350x550

Beton K.300 6.64 658,057.20 4,369,499.81

Besi Polos kg 392.50 6,227.99 2,444,487.65

Besi Ulir kg 791.43 7,571.99 5,992,703.21

Bekisting 37.95 103,100.00 3,912,645.00

13 Balok CG4. 350x350

Beton K.300 2.21 658,057.20 1,454,306.41

Besi Polos kg 133.35 6,227.99 830,503.00

Besi Ulir kg 268.20 7,571.99 2,030,808.79

Bekisting 12.60 103,100.00 1,299,060.00

ELEVASI + 18.90

1 Balok B2. 200x300

Beton K.300 2.10 658,057.20 1,381,920.12

Besi Polos kg 184.94 6,227.99 1,151,805.21

Besi Ulir kg 163.57 7,571.99 1,238,551.06

Bekisting 20.97 103,100.00 2,162,007.00

2 Balok G3. 350x800

Beton K.300 4.34 658,057.20 2,855,968.25

Besi Polos kg 217.35 6,227.99 1,353,654.50

Besi Ulir kg 332.48 7,571.99 2,517,536.57

Bekisting 24.80 103,100.00 2,556,880.00

3 Plat Lantai, t = 12 cm

Beton K.300 4.42 658,057.20 2,908,612.82

Besi Polos kg 606.31 6,227.99 3,776,095.04

Bekisting 36.85 126,200.00 4,650,470.00

SUB. TOTAL.II.3.2. UPPER STRUKTUR - LANTAI RL.1 : 224,665,993.97

II.3.2.6. LANTAI RL.2

1 Balok B2. 200x300

Beton K.300 7.71 658,057.20 5,073,621.01

Besi Polos kg 679.71 6,227.99 4,233,229.80

Besi Ulir kg 601.15 7,571.99 4,551,904.19

Bekisting 77.07 103,100.00 7,945,917.00

SUB. TOTAL.II.3.2. UPPER STRUKTUR - LANTAI RL.2 : 21,804,672.01

SUB. TOTAL.II.3.2. UPPER STRUKTUR : 2,210,153,365.27

TOTAL. II.3. PEKERJAAN STRUKTUR BETON : 3,165,142,493.16

m2

m3

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m3

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m2

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m2

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Page 34: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYAPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

II.4. PEKERJAAN KONSTRUKSI ATAP

1 Kuda-kuda Type WF1 (10 unit)

WF 250 x 125 x 6 x 9 kg 4,437.50 14,752.19 65,462,834.25

Potongan WF 250 x 125 x 6 x 9 kg 591.67 14,752.19 8,728,427.07

Stiffener, t = 8 mm kg 263.78 14,221.44 3,751,331.44

Base plate 400x400x10 kg 259.46 14,221.44 3,689,894.82

Angkur 4 M 22 pj = 40 cm bh 80.00 22,200.00 1,776,000.00

Grouting, t = 30 mm bh 20.00 22,000.00 440,000.00

2 Kuda-kuda Type WF2 (2 unit)

WF 175x90x5x8 kg 394.22 14,752.19 5,815,607.55

Potongan WF 175x90x5x8 kg 72.33 14,752.19 1,067,025.76

Stiffener, t = 8 mm kg 22.50 14,221.44 319,982.40

Base plate 400x400x10 kg 51.89 14,221.44 737,950.52

Angkur 4 M 22 pj = 40 cm bh 16.00 22,200.00 355,200.00

Grouting, t = 30 mm bh 4.00 22,000.00 88,000.00

3 Gording C.125x50x20x2,3 kg 2,038.52 14,947.44 30,470,655.39

4 Tie Rod Dia. 10 mm kg 139.44 9,580.00 1,335,835.20

5 Ikatan angin dia.12 mm kg 74.59 9,580.00 714,572.20

6 Besi L 70x70x7 kg 93.03 14,155.44 1,316,880.58

7 Mur Baut dia. 12 mm bh 252.00 2,200.00 554,400.00

8 Turn Bucle bh 8.00 12,400.00 99,200.00

PEKERJAAN KONSTRUKSI ATAP CANOPY

1 Kuda-kuda Type KC1 (2 unit)

WF 400x200x8x13 kg 551.10 14,752.19 8,129,930.81

Stiffener, t = 8 mm kg 31.17 14,221.44 443,282.28

Base plate 420x220x15 kg 22.46 14,221.44 319,413.54

Angkur 8 M 22 pj = 60 cm bh 16.00 22,200.00 355,200.00

Grouting, t = 30 mm bh 4.00 22,000.00 88,000.00

2 Kuda-kuda Type KC2 (2 unit)

WF 175x90x5x8 kg 62.21 14,752.19 917,733.62

Stiffener, t = 8 mm kg 4.09 14,221.44 58,165.69

Base plate 420x220x15 kg 22.46 14,221.44 319,413.54

Angkur 8 M 22 pj = 60 cm bh 12.00 22,200.00 266,400.00

Grouting, t = 30 mm bh 2.00 22,000.00 44,000.00

3 WF.1 175x90x5x8 kg 454.54 14,752.19 6,705,459.53

4 Baut 4 M 16 bh 80.00 2,200.00 176,000.00

5 Plat 90x130x10 kg 18.97 14,221.44 269,780.72

6 Gording C.125x50x20x2,3 kg 191.89 14,947.44 2,868,264.26

7 Tie Rod dia.10 mm kg 6.48 9,580.00 62,078.40

8 Besi L. 70x70x7 kg 16.24 14,155.44 229,884.35

9 Mur baut dia.12 mm bh 44.00 2,200.00 96,800.00

TOTAL.II.4. PEKERJAAN KONSTRUKSI ATAP : 148,073,603.93

Page 35: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

REKAPITULASIPEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI

TAHUN ANGGARAN 2011 LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAANTOTAL HARGA

(Rp.)

REKAPITULASI

A PEKERJAAN STRUKTUR

II BANGUNAN LABORATORIUM BIOLOGI

II.1 PEKERJAAN PERSIAPAN 5,613,067.20

II.2 PEKERJAAN TANAH & URUGAN 42,682,783.90

II.3 PEKERJAAN STRUKTUR BETON

II.3.1. SUB. STRUKTUR 954,989,127.89

II.3.2. UPPER STRUKTUR 2,210,153,365.27

II.3.2.1. LANTAI - 1 (SATU) 346,676,448.44

II.3.2.2. LANTAI - 2 (DUA) 517,276,763.99

II.3.2.3. LANTAI - 3 (TIGA) 513,758,205.04

II.3.2.4. LANTAI - 4 (EMPAT) 585,971,281.83

II.3.2.5. LANTAI RL.1 224,665,993.97

II.3.2.6. LANTAI RL.2 21,804,672.01

II.4 PEKERJAAN KONSTRUKSI ATAP 148,073,603.93

TOTAL - II. BANGUNAN LABOTORATORIUM BIOLOGI : 3,361,511,948.20

Page 36: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYA

PEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI TAHUN ANGGARAN 2011

LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

A PEKERJAAN STRUKTUR

III BANGUNAN RUANG ME

III.1. PEKERJAAN PERSIAPAN

1 Pek. Bouwplank m' 40.00 40,674.40 1,626,976.00

TOTAL.III.1. PEKERJAAN PERSIAPAN : 1,626,976.00

III.2. PEKERJAAN TANAH & URUGAN

1 Pek. Galian pile cap 200.62 27,040.00 5,424,764.80

2 Pek. Urugan pasir bawah pile cap & sloof, t = 5 cm 4.52 143,670.00 649,388.40

3 Pek. Lantai kerja bawah pile cap & sloof, t = 5 cm 4.52 509,330.00 2,302,171.60

4 Pek. Urugan pasir bawah lantai, t = 5 cm 3.00 143,670.00 431,010.00

5 Pek. Lantai Kerja bawah lantai, t = 5 cm 3.00 509,330.00 1,527,990.00

6 Pek. Buangan tanah sisa galian pondasi 9.05 12,000.00 108,600.00

7 Pek. Urugan tanah dalam bangunan 36.00 25,740.00 926,640.00

8 Pek. Urugan tanah kembali 191.57 9,870.00 1,890,795.90

TOTAL.III.2.PEKERJAAN TANAH & URUGAN : 13,261,360.70

III.3. PEKERJAAN STRUKTUR BETON

III.3.1. SUB. STRUKTUR

1 Pondasi Type P1. 2100x2100x250

Beton K.300 15.88 658,057.20 10,449,948.34

Besi Ulir Atas kg 869.58 7,571.99 6,584,454.54

Besi Ulir Bawah kg 2,454.64 7,571.99 18,586,519.35

Bekisting 25.20 79,800.00 2,010,960.00

2 Pondasi Genset 2500x1500x800

Beton K.300 3.00 658,057.20 1,974,171.60

Besi Ulir Atas kg 150.26 7,571.99 1,137,767.82

Besi Ulir Bawah kg 179.33 7,571.99 1,357,885.68

Bekisting 6.40 79,800.00 510,720.00

3 Pondasi Cable Trench, t 5 cm

Beton K.300 0.60 658,057.20 394,834.32

Besi Polos kg 110.57 6,227.99 688,629.30

Bekisting 8.00 79,800.00 638,400.00

SUB. TOTAL.III.3.1. SUB. STRUKTUR : 44,334,290.95

III.3.2. UPPER STRUKTUR

III.3.2.1. LANTAI 1 (SATU)

1 Balok TB1. 250x400

Beton K.300 5.40 658,057.20 3,553,508.88

Besi Polos kg 272.98 6,227.99 1,700,117.80

Besi Ulir kg 353.81 7,571.99 2,679,047.20

Bekisting 43.20 103,100.00 4,453,920.00

2 Kolom K1. 200x200

m3

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m3

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m3

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Page 37: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYA

PEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI TAHUN ANGGARAN 2011

LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

Beton K.300 2.40 658,057.20 1,579,337.28

Besi Polos kg 298.62 6,227.99 1,859,803.57

Besi Ulir kg 417.56 7,571.99 3,161,761.81

Bekisting 48.00 100,800.00 4,838,400.00

3 Plat Lantai, t = 10 cm

Beton K.300 6.00 658,057.20 3,948,343.20

Besi Polos kg 248.85 6,227.99 1,549,836.31

SUB. TOTAL.III.3.2. UPPER STRUKTUR - LANTAI 1 (SATU) : 29,324,076.05

III.3.2.2. LANTAI ATAP

1 Balok G1. 150x300

Beton K.300 1.89 658,057.20 1,243,728.11

Besi Polos kg 156.78 6,227.99 976,424.90

Besi Ulir kg 329.60 7,571.99 2,495,729.22

Bekisting 25.20 103,100.00 2,598,120.00

2 Balok G2. 150x400

Beton K.300 0.72 658,057.20 473,801.18

Besi Polos kg 54.78 6,227.99 341,169.51

Besi Ulir kg 94.17 7,571.99 713,054.67

Bekisting 9.60 103,100.00 989,760.00

3 Balok B1. 150x300

Beton K.300 1.80 658,057.20 1,184,502.96

Besi Polos kg 128.05 6,227.99 797,494.63

Besi Ulir kg 226.55 7,571.99 1,715,435.24

Bekisting 24.00 103,100.00 2,474,400.00

4 Balok CG1. 150x300

Beton K.300 0.63 658,057.20 414,576.04

Besi Polos kg 52.26 6,227.99 325,474.97

Besi Ulir kg 109.87 7,571.99 831,934.98

Bekisting 8.40 103,100.00 866,040.00

5 Plat Lantai, t = 10 cm

Beton K.300 9.60 658,057.20 6,317,349.12

Besi Polos kg 398.16 6,227.99 2,479,738.09

Bekisting 96.00 126,200.00 12,115,200.00

SUB. TOTAL.III.3.2. UPPER STRUKTUR - LANTAI ATAP : 39,353,933.63

SUB. TOTAL.III.3.2. UPPER STRUKTUR : 68,678,009.68

TOTAL.III.3.PEKERJAAN STRUKTUR BETON : 83,566,346.38

m3

m2

m3

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

Page 38: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

REKAPITULASI

PEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI TAHUN ANGGARAN 2011

LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : STRUKTUR

NO. ITEM PEKERJAANTOTAL HARGA

(Rp.)

A PEKERJAAN STRUKTUR

II BANGUNAN RUANG ME

II.1. PEKERJAAN PERSIAPAN 1,626,976.00

II.2. PEKERJAAN TANAH & URUGAN 13,261,360.70

II.3. PEKERJAAN STRUKTUR BETON

II.3.1. SUB.STRUKTUR 44,334,290.95

II.3.2. UPPER STRUKTUR 68,678,009.68

II.3.2.1. LANTAI 1 (SATU) 29,324,076.05

II.3.2.2. LANTAI ATAP 39,353,933.63

TOTAL - III. BANGUNAN RUANG ME : 127,900,637.33

Page 39: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYA

PEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI TAHUN ANGGARAN 2011

LOKASI : JL. WILLEM ISKANDAR, Psr. MEDAN ESTATE LINGKUP PEKERJAAN : GROUND TANK

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

A. PEKERJAAN STRUKTUR

A.IV. PEKERJAAN PONDASI GROUND TANK (2 UNIT)

IV.1. PEKERJAAN PERSIAPAN

1 Pek. Bouwplank m' 40.00 40,674.40 1,626,976.00

TOTAL. IV.1. PEKERJAAN PERSIAPAN : 1,626,976.00

IV.2. PEKERJAAN TANAH & URUGAN

1 Pek. Galian pile cap 11.96 27,040.00 323,398.40

2 Pek. Urugan pasir bawah pondasi, t = 5 cm 0.53 143,670.00 76,145.10

3 Pek. Lantai kerja bawah pondasi, t = 5 cm 0.53 509,330.00 269,944.90

4 Pek. Buangan tanah sisa galian pondasi 7.39 12,000.00 88,680.00

5 Pek. Urugan tanah kembali 4.57 9,870.00 45,105.90

TOTAL. IV.2. PEKERJAAN TANAH & URUGAN : 803,274.30

IV.3. PEKERJAAN STRUKTUR BETON

SUB. STRUKTUR

1 Pondasi plat lantai, t = 30 cm

Beton K-300 6.34 658,057.20 4,172,082.65

Besi ulir atas kg 526.90 7,571.99 3,989,683.64

Besi ulir bawah kg 526.90 7,571.99 3,989,683.64

Bekisting 8.16 79,800.00 651,168.00

2 Balok 300x300

Beton K-300 5.76 658,057.20 3,790,409.47

Besi ulir atas kg 293.37 7,571.99 2,221,395.88

Besi ulir bawah kg 364.09 7,571.99 2,756,887.30

Bekisting 38.40 79,800.00 3,064,320.00

TOTAL. IV.3. PEKERJAAN STRUKTUR BETON : 24,635,630.57

m3

m3

m3

m3

m3

m3

m2

m3

m2

Page 40: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

REKAPITULASI

PEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI TAHUN ANGGARAN 2011

LOKASI : JL. WILLEM ISKANDAR, Psr. MEDAN ESTATE LINGKUP PEKERJAAN : GROUND TANK

NO. ITEM PEKERJAAN TOTAL HARGA

(Rp.)

REKAPITULASI

A PEKERJAAN STRUKTUR

VI. PEKERJAAN PONDASI GROUND TANK (2 UNIT)

VI.1. PEKERJAAN PERSIAPAN 1,626,976.00

VI.2. PEKERJAAN TANAH & URUGAN 803,274.30

VI.3. PEKERJAAN STRUKTUR BETON 24,635,630.57

TOTAL - IV. PEKERJAAN PONDASI GROUND TANK (2 UNIT) : 27,065,880.87

Page 41: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

PERINCIAN ANGGARAN BIAYA

PEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI TAHUN ANGGARAN 2011

LOKASI : JL. WILLEM ISKANDAR, Psr. MEDAN ESTATE LINGKUP PEKERJAAN : SIPIL

NO. ITEM PEKERJAAN SAT. VOLUMEHARGA SATUAN TOTAL HARGA

(Rp.) (Rp.)

V. PEKERJAAN SIPIL

A PEKERJAAN PEMBUATAN SALURAN

1 Galian untuk saluran, sumur resapan dan bak infitrasi 22.80 34,700.00 791,160.00

2 Pasir urug, t = 5 cm 2.04 80,700.00 164,628.00

3 Buis beton 1/2 lingkaran dia.30 cm precast concrete m' 130.00 450,150.00 58,519,500.00

4 Buis beton dia. 30 cm precast concrete m' 6.00 600,000.00 3,600,000.00

5 Pasangan Bata 56.95 60,000.00 3,417,000.00

6 Pekerjaan plesteran dinding bata 78.48 36,710.00 2,881,000.80

7 Buis beton dia. 100 cm, panjang 1 m untuk sumur resapan bh 3.00 360,000.00 1,080,000.00

8 Beton K-300 untuk penutup resapan 0.16 600,000.00 96,000.00

9 Besi polos untuk beton penutup kg 15.66 10,250.00 160,515.00

10 Pasangan batu belah, camp 1pc : 4ps untuk resapan saluran 0.65 60,270.00 39,175.50

11 Batu pecah (100 - 200) untuk pengisi resapan 0.69 220,000.00 151,800.00

12 Batu kerikil untuk pengisi bak infitrasi 0.16 220,000.00 35,200.00

13 Buangan/penyingkiran tanah hasil galian 22.80 24,290.00 553,812.00

14 Pipa pralon dia. 4 inch, penyambung ke peresapan m' 20.00 100,000.00 2,000,000.00

TOTAL - A. PEKERJAAN PEMBUATAN SALURAN : 73,489,791.30

m3

m3

m2

m2

m3

m3

m3

m3

m3

Page 42: Analisa Harga Satuan Lab Biologi & RAB (STRUKTUR)2

REKAPITULASI

PEKERJAAN : PEMBANGUNAN GEDUNG LABORATORIUM BIOLOGI TAHUN ANGGARAN 2011

LOKASI : JL. WILLIEM ISKANDAR, Psr. V MEDAN ESTATE LINGKUP PEKERJAAN : SIPIL

NO. ITEM PEKERJAANTOTAL HARGA

(Rp.)

V PEKERJAAN SIPIL

A. PEKERJAAN PEMBUATAN SALURAN 73,489,791.30

TOTAL -V. PEKERJAAN SIPIL : 73,489,791.30