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RENCANA ANGGARAN BIAYA (RAB) PROGRAM : PENINGKATAN SARANA DAN PRASARANA APARATUR KEGIATAN : PEMBANGUNAN RUMAH DINAS PEKERJAAN : PEMBANGUNAN RUMAH/KOPEL PARAMEDIS TYPE 96 M2 LOKASI : KAMPUNG WAHO - DISTRIK KAMBRAUW TAHUN : 2017 NO JENIS PEKERJAAN SAT VOLUME HARGA SAT. JML HARGA ( Rp. ) ( Rp. ) 1 2 3 4 5 6 I PEKERJAAN PERSIAPAN 1 Mobilisasi dan Demobilisasi Ls 1.00 5,000,000.00 5,000,000.00 2 Pembersihan Lokasi dan Pematangan Lahan Ls 1.00 1,500,000.00 1,500,000.00 3 Pengukuran & Pasang Bowplank Ls 1.00 2,500,000.00 2,500,000.00 4 Bangsal Kerja Dan Gudang Bahan m2 24.00 450,000.00 10,800,000.00 5 Air Kerja Drum 15.00 150,000.00 2,250,000.00 6 Papan Proyek Bh 1.00 250,000.00 250,000.00 Sub Total I 22,300,000.00 II PEKERJAAN TANAH DAN PASIR 1 Pek. Galian Tanah Pondasi Badan Bangunan m3 61.97 27,600.00 1,710,372.00 2 Pek. Timbun Kembali Hasil Galian m3 20.65 13,230.00 273,199.50 3 Pek. Urugan Peninggian lantai Bangunan dan Rabat m3 12.45 329,250.00 4,099,162.50 4 Pek. Urug Pasir Alas Bawah Pondasi/Lantai m3 3.62 1,654,500.00 5,989,290.00 Sub Total II 12,072,024.00 III PEKERJAAN PONDASI DAN BATU KOSONG 5 Pek. Batu Kosong di Bawah Pondasi m3 17.15 1,987,875.00 34,092,056.25 6 Pek. Pondasi Batu Belah Badan Rumah dan Teras 1 : 4 m3 33.76 2,810,650.00 94,887,544.00 Sub Total III 128,979,600.25 IV PEKERJAAN BETON 1 Pek. Sloof Beton 15/20 K- 225 m3 3.21 7,131,585.00 22,892,387.85 Sub Total IV 22,892,387.85 V PEKERJAAN TEMBOK DAN LANTAI 1 Pek. Pas. Dinding Tembok Biasa 1 : 4 m2 195.85 255,628.59 50,064,858.65 2 Pek. Plesteran Tembok Biasa 1 : 4 m2 391.70 101,873.00 39,903,654.10 3 Pek. Cor Beton Tumbuk Ruangan + Teras 1 : 3 : 5 m3 4.11 2,744,875.00 11,281,436.25 4 Pek. Cor Beton Tumbuk Rabat Keliling 1 : 3 : 5 + Aci Kasar m3 2.19 2,744,875.00 6,011,276.25 5 Pek. Keramik Untuk Lantai dan Teras 40/40 m2 106.84 313,416.86 33,485,457.61 6 Pek. Dinding Keramik 20/25 Untuk KM/WC m2 16.20 277,555.00 4,496,391.00 7 Pek. Lantai Keramik 20/20 Untuk KM/WC m2 4.76 310,293.00 1,476,994.68 8 Pek. Pasangan Plin 10 x 40 m' 6.40 162,555.00 1,040,352.00 Sub Total V 147,760,420.54 VI PEKERJAAN KOSEN DAN KAYU HALUS 1 Pek. Kolom Kayu Besi 10/10 m3 1.10 5043813.91 5,548,195.30 2 Pek. Ring Balk Kayu Besi 10/10 m3 0.95 5043813.91 4,791,623.21 3 Pek. Kosen Pintu Dan Jendela 5/10 m2 0.93 5,747,000.00 5,344,710.00 4 Pek. Pintu Papan panil Klas I m2 16.15 401,250.00 6,480,187.50 5 Pas. Pintu KM/WC Panil Kayu Besi Lapis Alumunium m2 1.96 399,750.00 783,510.00 6 Pas. Jendela Bingkai Kaca Kayu Besi m2 12.60 672,500.00 8,473,500.00 7 Pas. Kaca Untuk Jendela Tebal 5 mm m2 8.80 402,350.00 3,540,680.00 8 Pas. Jalusi Mati Ventilasi Kayu Besi m2 14.40 395,750.00 5,698,800.00 Sub Total VI 40,661,206.02 VII PEKERJAAN KUDA - KUDA DAN ATAP 1 Pek. Kuda - Kuda Kayu Besi 5/10 m3 1.42 5,179,000.00 7,354,180.00 2 Pekerjaan Gording Matoa 5/10 m3 1.47 3,356,500.00 4,934,055.00 3 Pek. Pas. Atap Seng Gelombang BJLS - 30 m2 188.78 83,450.00 15,753,691.00 4 Pek. Nok Atap Seng Plat BJLS - 30 m' 37.67 33,370.00 1,257,047.90 5 Pek. Talang Air Hujan Seng Plat BJLS - 30 m' 17.16 65,465.00 1,123,379.40 6 Pek. Listplank Papan Kayu Besi 2,5/30 m' 46.27 48,170.00 2,228,825.90 7 Alat Bantu Angker ls 1.00 1,500,000.00 1,500,000.00 Sub Total VII 34,151,179.20 VIII PEKERJAAN PLAFOND DAN RANGKA 1 Pek. Plafond Plywood t = 4 mm + Rangka m2 130.62 150,715.00 19,686,393.30 2 Pek. List Profil Antar Tembok Dan Listplank m' 167.33 14,300.00 2,392,819.00 3 Alat Bantu dan Perancah Ls 1.00 1,500,000.00 1,500,000.00 Sub Total VIII 23,579,212.30 IX PEKERJAAN KUNCI DAN PENGGANTUNG 1 Pas. Kunci 2 Slaag bh 10.00 259,400.00 2,594,000.00 2 Pas. Engsel Pintu bh 30.00 53,492.50 1,604,775.00 3 Pas. Engsel Jendela bh 38.67 38,995.00 1,507,936.65 4 Pas. Grendel Jendela bh 19.30 33,995.00 656,103.50 5 Pas. Hak Angin bh 38.67 36,492.50 1,411,164.98 6 Pas. Terali / Grill m2 19.33 200,229.60 3,870,438.17 Sub Total IX 7,773,980.13
NO JENIS PEKERJAAN SAT VOLUME HARGA SAT. JML HARGA ( Rp. ) ( Rp. ) 1 2 3 4 5 6 X PEKERJAAN SANITASI 1 Pas. Closet Jongkok Porselen bh 2.00 917,500.00 1,835,000.00 2 Pas. Wastafel bh 2.00 2,070,000.00 4,140,000.00 3 Pas. Baik Air dari Viberglass Lapis Keramik bh 2.00 1,018,750.00 2,037,500.00 4 Pas. Floor Drain bh 2.00 159,400.00 318,800.00 5 Pas. Kran Air 1/2" bh 2.00 194,525.00 389,050.00 6 Pek. Septictank + rembesan bh 2.00 11,192,958.00 22,385,916.00 7 Pas. Pipa Air Bersih dan Alat Sambung 3/4" m' 20.00 17,862.00 357,240.00 8 Pas. Pipa Air Kotor Padat dan Alat Sambung 4" m' 6.67 109,739.50 731,962.47 9 Pas. Pipa Air Kotor Cair dan Alat Sambung 3" m' 6.67 69,739.50 465,162.47 Sub Total X 32,660,630.93 XI PEKERJAAN INSTALASI LISTRIK 1 Pas. Lampu SL 18 Watt bh 21.33 121,750.00 2,596,927.50 2 Pas. Saklar Tunggal bh 8.00 68,750.00 550,000.00 3 Pas. Saklar Ganda bh 6.00 73,750.00 442,500.00 4 Pas. Stop Kontak bh 8.00 68,750.00 550,000.00 5 Pas. Skring Box 1 Group bh 2.00 400,000.00 800,000.00 Sub Total XI 4,939,427.50 XII PEKERJAAN CAT DAN FINISHING 1 Pek. Acian Dinding Tembok m2 375.10 25,275.00 9,480,652.50 2 Pek. Cat Dinding Tembok m2 375.10 22,787.30 8,547,516.23 3 Pek. Cat Plafond Plywood m2 130.62 33,087.30 4,321,863.13 5 Pek. Cat Meni Kayu m2 88.17 17,707.00 1,561,226.19 6 Pek. Cat Kayu Mengkilap m2 88.17 57,040.00 5,029,216.80 Sub Total XII 28,940,474.85 XIII PEKERJAAN AKHIR 1 Pembersihan Akhir Ls 1.00 2,500,000.00 2,500,000.00 2 Foto Dokumentasi Ls 1.00 500,000.00 500,000.00 Sub Total XIII 3,000,000.00
DAFTAR SATUAN BAHAN DAN UPAH No DAFTAR UPAH SATUAN HARGA SATUAN URUT ( Rp ) 1 Pekerja Orang/Hari 60,000.00 2 Tukang Orang/Hari 75,000.00 3 Kepala Tukang Orang/Hari 85,000.00 4 Mandor Orang/Hari 90,000.00 No DAFTAR HARGA BAHAN SATUAN HARGA SATUAN URUT ( Rp ) 1 2 3 4 1 Atap Galvalume M2 145,000.00 2 Aluminium Foil M2 15,000.00 3 Batu Kali / Batu Gunung M3 1,250,000.00 4 Bataco/Batu Tela Bh 4,500.00 5 Batu Pecah / Split 1 - 2 cm M3 1,300,000.00 6 Batu kerikil pilihan ( Saring ) M3 1,300,000.00 7 Batu Kerikil Kali/Koral Beton M3 1,300,000.00 8 Batu Karawang Bh 4,500.00 9 Batu Apung Kg 8,500.00 10 Bak Air Fiber Glass Kap. 500 Ltr Bh 1,000,000.00 11 Bak Air Fiber Glass Kap. 1100 Ltr Bh 2,000,000.00 12 Box Skring Bh 50,000.00 13 Bak Cuci Stainless Steel Bh 650,000.00 14 Besi Beton Ulir Kg 21,500.00 15 Besi Beton polos Kg 19,300.00 16 Besi Siku 40 x 40 x 4 M' 35,000.00 17 Besi Siku 50 x 50 x 5 M' 45,000.00 18 Besi Strip 2 x 3 M' 25,000.00 19 Bensin Premium Ltr 12,000.00 20 Besi Puntir Dia 16mm M' 65,000.00 21 Cat Tembok Luar Vinilex Kg 40,000.00 22 Cat Tembok Dalam Vinilex Kg 40,000.00 23 Cat Dasar ( Precoat ) Kg 45,500.00 24 Cat Pernis/Politur Ltr 55,000.00 25 Cat Teak Oil Ltr 55,000.00 26 Cat Kilat Kayu/Cat Besi Mowilex Kg 65,000.00 27 Cat Dasar / cat meni Kg 35,000.00 28 Cat Residu Kg 30,000.00 29 Cat Alminium Kg 45,000.00 30 Closet Duduk KIA Bh 1,800,000.00 31 Closet Jongkok KIA Bh 550,000.00 32 Dempul Jadi Kg 24,000.00 33 Door Closer Bh 19,000.00 34 Door Holder / Pegangan pintu Bh 100,000.00 35 Door Stop Bh 20,000.00 36 Engsel H Jendela / Kuning bh 30,000.00 37 Engsel H Pintu / Kuning bh 40,000.00 38 Engsel Angin Bh 25,000.00 39 Engsel Ring Nilon Jendela Bh 10,000.00 40 Engsel Ring Nilon Pintu Bh 12,000.00 41 Floor Drain Kuningan Toto Bh 150,000.00 42 Gypsum Board ( 120 x 240 x 9 ) mm Lbr 125,000.00 43 Genteng Rainbow Lbr 28,000.00 44 Genteng Metal Multiroof Lbr 90,000.00 45 Genteng Metal Multiroof Lbr 125,000.00 46 Grendel Kecil Bh 15,000.00 47 Grendel Sedang Bh 18,000.00 48 Grendel Besar Bh 25,000.00 49 Grendel Pintu Tanam Bh 75,000.00 50 Gagang Kaca Nako Louvers 8 klip Set 160,000.00 51 Glassblock 20 x 20 bh 30,000.00 52 Hak Angin Biasa Psg 23,000.00 53 Hak Angin Lipat Psg 27,000.00 54 Ijuk Kg 20,000.00 55 Karet Pelapis atap M2 24,000.00 56 Kayu Besi Balok M3 3,200,000.00 57 Kayu Matoa M3 2,100,000.00 58 Kayu Besi Papan M3 3,200,000.00 59 Kayu untuk Bekesting/Terentang M3 1,500,000.00 60 Kayu untuk Steeger M3 1,500,000.00 61 Kayu Dolken bh 20,000.00 Page 1 of 3 Harga Upah dan Bahan
No DAFTAR HARGA BAHAN SATUAN HARGA SATUAN URUT ( Rp ) 1 2 3 4 62 Kawat Ikat / bendrat Kg 30,000.00 63 Kawat Ram M2 25,000.00 64 Kawat Las Btg 5,000.00 65 Kaca Naco 5 mm Lbr 20,000.00 66 Kaca Bening 3 mm M2 230,000.00 67 Kaca Bening 5 mm M2 310,000.00 68 Kaca Buram 5 mm/Dark Blue M2 350,000.00 69 Kunci Kamar Mandi Bh 125,000.00 70 Kunci 2 Slag Tanam Bh 275,000.00 71 Kunci Yale Besar Bh 220,000.00 72 Kunci Yale Kecil Bh 125,000.00 73 Kunci Tanam Antik Bh 200,000.00 74 Kuinci Selinder Bh 95,000.00 75 Kunci Gembok Bh 30,000.00 76 Kuas Rool Bh 25,000.00 77 Kuas Biasa Bh 17,000.00 78 Kertas Amplas Lbr 6,000.00 79 Kabel NYA 2.5 x 2 mm M' 6,200.00 80 Kabel NYM 2 x 2.5 mm M' 6,200.00 81 Kabel NYM 3 x 2.5 mm M' 9,000.00 82 Kabel NYFGbY 43 x 25 mm M' 75,000.00 83 Kran Air Toto Bh 185,000.00 84 Kuas Bh 17,000.00 85 Kitchen Zink 1 Lubang Bh 650,000.00 86 List Profil Gypsum M 20,000.00 87 List profil kayu M 6,000.00 88 Lem Kayu Ltr 30,000.00 89 Les Kaca m' 3,500.00 90 Lem Pipa Bh 30,000.00 91 Lampu TL 20 Watt Merk Artolite Bh 175,000.00 92 Lampu TL 2 X 20 Watt Merk. Artolite Bh 225,000.00 93 Lampu TL 9 Watt Merk Philips Bh 100,000.00 94 Lampu SL 24 Watt Philips Bh 135,000.00 95 Minyak Cat Ltr 25,000.00 96 Minyak Bekisting oli bekas Ltr 3,500.00 97 Nok Genteng Rainbow Bh 85,000.00 98 Nok Genteng Metal Roof Bh 45,000.00 99 Nok Atap Span Deck Lbr 16,800.00 100 Panel Instalasi Unit 1,500,000.00 101 Pintu besi plat M2 1,100,000.00 102 Pisau Dempul Bh 13,500.00 103 Pipa PVC dia. 5/8" x 4 m m 3,500.00 104 Pipa PVC dia. 1/2" x 4 m m 5,500.00 105 Pipa PVC dia. 3/4" x 4 m m 6,500.00 106 Pipa PVC dia. 1" x 4 m m 8,750.00 107 Pipa PVC dia. 2" x 4 m m 20,000.00 108 Pipa PVC dia. 3" x 4 m m 39,000.00 109 Pipa PVC dia. 4" x 4 m m 65,000.00 110 Pipa PVC dia 6 " x 4 m m 150,000.00 111 Pipa GIP 1/2 " Medium Klas A m 17,885.00 112 Pipa GIP 3/4 " Medium Klas A m 25,380.00 113 Pipa GIP 1" Medium m 46,211.50 114 Pipa GIP 1 1/2" Medium m 90,000.00 115 Pipa GIP 2" Medim m 120,000.00 116 Pipa GIP 2,5" Medium m 161,000.00 117 Pipa GIP 3 " Medium m 212,000.00 118 Pipa GIP 4 " Medium m 323,000.00 119 Pipa Listrik PVC AW 5/8" m' 2,500.00 120 Pasang Arde / Ground Ttk 350,000.00 121 Papan bekisting M3 1,500,000.00 122 Papan besi Papan M3 3,200,000.00 123 Papan matoa M3 2,100,000.00 124 Paving Block Bh 6,000.00 125 Pasir Pasang M3 1,350,000.00 126 Pasir Urug M3 1,350,000.00 127 Pasir Beton M3 1,350,000.00 128 Pasir Silika Kg 2,000.00 129 Paku Seng Kg 35,000.00 130 Paku Campuran Kg 30,000.00 Page 2 of 3 Harga Upah dan Bahan
No DAFTAR HARGA BAHAN SATUAN HARGA SATUAN URUT ( Rp ) 1 2 3 4 131 Paku Tripleks Kg 35,000.00 132 Paku Anti Karat Kg 35,000.00 133 Paku Anti Karat Galvalume Bh 1,200.00 133 Paku Sekrup Kg 35,000.00 134 Plamur Tembok Kg 17,000.00 135 Plint Lengkung ( 5 bh/M' ) m' 125,000.00 136 Pompa Tangan Merk Dragon Unit 300,000.00 137 Pompa Air Mrk. Sanyo Unit 2,700,000.00 138 Rel Pintu Dorong Bh 115,000.00 139 Sabun cuci Kg 15,000.00 140 Solar Ltr 12,000.00 141 Semen Pc Kg 3,600.00 142 Semen Putih / Warna Kg 9,000.00 143 Sirtu Timbunan M3 260,000.00 144 Seng Gelombang BJLS 30 Lbr 100,000.00 145 Seng Gelombang BJLS 20 Lbr 85,000.00 146 Seng Plat BJLS 30 Lbr 55,000.00 147 Seng Plat BJLS 20 Lbr 50,000.00 148 Seng talang Lbr 25,000.00 149 Seng Plat Aluminium Lbr 130,000.00 150 Sekat Urinoir Bh 250,000.00 151 Sambungan T Dia. 2" Bh 10,000.00 152 Sambungan T Dia. 4" Bh 15,000.00 153 Sambungan L PVC dia. 1/2" Bh 7,500.00 154 Sambungan L PVC dia. 2" Bh 10,000.00 155 Sambungan L PVC dia. 4" Bh 15,000.00 156 Sambungan Y PVC dia. 4" Bh 15,000.00 157 Sambungan Lurus PVC dia. 4" Bh 15,000.00 158 Seal Tape Bh 5,000.00 159 Saklar Double Nasional Bh 55,000.00 160 Saklar Tunggal Nasional Bh 50,000.00 161 Stop Kontak 5000 Watt Bh 55,000.00 162 Stop Kontak 1000 Watt Bh 50,000.00 163 Skring 1 Group Bh 22,000.00 164 Skring 2 Group Bh 30,000.00 165 Skring 3 Group Bh 50,000.00 166 Skring Otomatis Bh 52,000.00 167 Strorox - 100 ( campuran beton kedap air ) Kg 80,000.00 168 Sirtu Timbunan Timbunan M3 280,000.00 169 Tripleks 3 mm Lbr 100,000.00 170 Tripleks 4 mm Lbr 125,000.00 171 Tripleks 5 mm Lbr 145,000.00 172 Tripleks 6 mm Lbr 165,000.00 173 Tripleks 9 mm Lbr 190,000.00 174 Teak Wood 4 mm ( 92 x 214 )cm Lbr 145,000.00 175 Tegel Kramik 10/20 M' 3,000.00 176 Tegel Kramik 10/30 M' 4,550.00 177 Tegel Kramik 10/40 M' 6,000.00 178 Tegel Kramik Lengkung10/40 M' 110,000.00 179 Tegel Kramik 10/20 Asia Tile M2 130,000.00 180 Tegel Kramik 20/20 Asia Tile M2 130,000.00 181 Tegel Keramik 20/25 Asia Tile M2 130,000.00 182 Tegel Keramik 30/30 Asia Tile Mirano Kw 1 M2 130,000.00 183 Tegel Keramik 40/40 Asia Tile Morano KW 1 M2 130,000.00 185 Tegel Keramik Platinum putih 40 x 40 Kw 1 M2 130,000.00 186 Tegel Keramik Royal 40 x 40 M2 130,000.00 187 Talang PVC m 20,000.00 188 Tralis Gagang Kaca Nako Bh 15,000.00 189 Urinoir Merk Toto Bh 2,400,000.00 190 Viber Warna M2 55,000.00 191 Vernis Kg 45,000.00 192 Waterproofing Kg 65,000.00 193 Wallflashing Lbr 50,000.00 194 Water drain + Asesories Bh 175,000.00 195 Wastafel Merk Toto Bh 1,800,000.00 Page 3 of 3 Harga Upah dan Bahan
ANALISA HARGA SATUAN Analisa Biaya Konstruksi (ABK) Bangunan Gedung & Perumahan ( SNI 03 - 2836 -2002 ) Badan Standarisasi Nasional ( BSN ) 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 1 1 M2 PEMBERSIHAN DAN PEMBONGKARAN LOKASI Rp. 10,500.00 Tenaga 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.050 oh Mandor Rp. 90,000.00 Rp. 4,500.00 2 1 M' PASANG BOWPLANK Rp. 43,900.00 Bahan 0.012 m3 Kayu 5/7 Untuk Bekististing Rp. 1,500,000.00 Rp. 18,000.00 0.020 Kg Paku biasa 2"-5" Rp. 30,000.00 Rp. 600.00 0.007 m3 Kayu papan 3/20 Untuk Bekisting Rp. 1,500,000.00 Rp. 10,500.00 Tenaga 0.100 oh Tukang Kayu Rp. 75,000.00 Rp. 7,500.00 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 3 1 M3 GALIAN TANAH BIASA SEDALAM 1 METER Rp. 27,600.00 Tenaga 0.400 oh Pekerja Rp. 60,000.00 Rp. 24,000.00 0.040 oh Mandor Rp. 90,000.00 Rp. 3,600.00 4 1 M3 URUGAN KEMBALI GALIAN PONDASI Rp. 13,230.00 0.192 oh Pekerja Rp. 60,000.00 Rp. 11,520.00 0.019 oh Mandor Rp. 90,000.00 Rp. 1,710.00 51 M3 URUGAN SIRTU Rp. 329,250.00 Bahan 1.200 m3 Sirtu Rp. 260,000.00 Rp. 312,000.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.025 oh Mandor Rp. 90,000.00 Rp. 2,250.00 61 M3 URUGAN PASIR + PADAT Rp. 1,654,500.00 Bahan 1.200 m3 Pasir Urug Rp. 1,350,000.00 Rp. 1,620,000.00 Tenaga 0.500 oh Pekerja Rp. 60,000.00 Rp. 30,000.00 0.050 oh Mandor Rp. 90,000.00 Rp. 4,500.00 71 M3 URUGAN TANAH Rp. 353,250.00 Bahan 1.200 m3 Tanah Timbunan Rp. 280,000.00 Rp. 336,000.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.025 oh Mandor Rp. 90,000.00 Rp. 2,250.00 8 1 M3 PASANGAN BATU KOSONG Rp. 1,987,875.00 Bahan 1.200 m3 Batu belah 15/20 Batu kali / gunung Rp. 1,250,000.00 Rp. 1,500,000.00 0.300 m3 Pasir urug Rp. 1,350,000.00 Rp. 405,000.00 Tenaga 0.780 oh Pekerja Rp. 60,000.00 Rp. 46,800.00 0.390 oh Tukang Batu Rp. 75,000.00 Rp. 29,250.00 0.039 oh Kepala Tukang Rp. 85,000.00 Rp. 3,315.00 0.039 oh Mandor Rp. 90,000.00 Rp. 3,510.00 9 1 M3 PASANGAN PONDASI BATU KALI 1 : 2 Rp. 3,059,500.00 Bahan 1.100 m3 Batu bela 15/20 batu kali/gunung Rp. 1,250,000.00 Rp. 1,375,000.00 267.000 Kg Semen Portland Rp. 3,600.00 Rp. 961,200.00 0.427 m3 Pasir pasang Rp. 1,350,000.00 Rp. 576,450.00 Tenaga 1.500 oh Pekerja Rp. 60,000.00 Rp. 90,000.00 0.600 oh Tukang Rp. 75,000.00 Rp. 45,000.00 0.060 oh Kep. Tukang Rp. 85,000.00 Rp. 5,100.00 0.075 oh Mandor Rp. 90,000.00 Rp. 6,750.00 10 1 M3 PASANGAN PONDASI BATU KALI 1 : 3 Rp. 2,903,800.00 Bahan 1.100 m3 Batu bela 15/20 batu kali/gunung Rp. 1,250,000.00 Rp. 1,375,000.00 202.000 Kg Semen Portland Rp. 3,600.00 Rp. 727,200.00 0.485 m3 Pasir pasang Rp. 1,350,000.00 Rp. 654,750.00 Tenaga 1.500 oh Pekerja Rp. 60,000.00 Rp. 90,000.00 0.600 oh Tukang Rp. 75,000.00 Rp. 45,000.00 Page 1 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.060 oh Kep. Tukang Rp. 85,000.00 Rp. 5,100.00 0.075 oh Mandor Rp. 90,000.00 Rp. 6,750.00 11 1 M3 PASANGAN PONDASI BATU KALI 1 : 4 Rp. 2,810,650.00 Bahan 1.100 m3 Batu bela 15/20 batu kali/gunung Rp. 1,250,000.00 Rp. 1,375,000.00 163.000 Kg Semen Portland Rp. 3,600.00 Rp. 586,800.00 0.520 m3 Pasir pasang Rp. 1,350,000.00 Rp. 702,000.00 Tenaga 1.500 oh Pekerja Rp. 60,000.00 Rp. 90,000.00 0.600 oh Tukang Batu Rp. 75,000.00 Rp. 45,000.00 0.060 oh Kep. Tukang Rp. 85,000.00 Rp. 5,100.00 0.075 oh Mandor Rp. 90,000.00 Rp. 6,750.00 12 1 M2 PASANGAN PONDASI BATU TELA 1 : 4 ( 1 Batu ) Rp. 522,530.00 Bahan 54.000 Bh Batu Tela Rp. 4,500.00 Rp. 243,000.00 26.550 Kg Semen Portland Rp. 3,600.00 Rp. 95,580.00 0.093 m3 Pasir pasang Rp. 1,350,000.00 Rp. 125,550.00 Tenaga 0.650 oh Pekerja Rp. 60,000.00 Rp. 39,000.00 0.200 oh Tukang Batu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.030 oh Mandor Rp. 90,000.00 Rp. 2,700.00 13 1 M2 PASANGAN BATU TELA/BATAKO 1 : 2 (1/2 bata) Rp. 322,954.93 Bahan 27.000 Bh Bataco Rp. 4,500.00 Rp. 121,500.00 18.850 Kg Semen Portland Rp. 3,600.00 Rp. 67,858.68 0.078 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 104,696.25 Tenaga 0.320 oh Pekerja Rp. 60,000.00 Rp. 19,200.00 0.100 oh Tukang Batu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.015 oh Mandor Rp. 90,000.00 Rp. 1,350.00 14 1 M2 PASANGAN BATU TELA/BATAKO 1 : 4 (1/2 bata) Rp. 255,628.59 Bahan 27.000 Bh Bataco Rp. 4,500.00 Rp. 121,500.00 11.495 Kg Semen Portland Rp. 3,600.00 Rp. 41,382.03 0.047 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 63,846.56 Tenaga 0.320 oh Pekerja Rp. 60,000.00 Rp. 19,200.00 0.100 oh Tukang Batu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.015 oh Mandor Rp. 90,000.00 Rp. 1,350.00 15 1 M2 PASANGAN BATU TELA/BATAKO 1 : 5 (1/2 bata) Rp. 245,998.00 Bahan 27.000 Bh Bataco Rp. 4,500.00 Rp. 121,500.00 9.680 Kg Semen Portland Rp. 3,600.00 Rp. 34,848.00 0.045 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 60,750.00 Tenaga 0.320 oh Pekerja Rp. 60,000.00 Rp. 19,200.00 0.100 oh Tukang Batu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.015 oh Mandor Rp. 90,000.00 Rp. 1,350.00 16 1 M2 PASANGAN BATU TELA/BATAKO 1 : 5 ( 1 Batu ) Rp. 519,020.00 Bahan 54.000 Bh Batu Tela Rp. 4,500.00 Rp. 243,000.00 22.200 Kg Semen Portland Rp. 3,600.00 Rp. 79,920.00 0.102 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 137,700.00 Tenaga 0.650 oh Pekerja Rp. 60,000.00 Rp. 39,000.00 0.200 oh Tukang Batu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.030 oh Mandor Rp. 90,000.00 Rp. 2,700.00 17 1 M2 PASANGAN BATU TELA/BATAKO 1 : 3 (1/2 bata) Rp. 256,132.00 Bahan 27.000 Bh Bataco Rp. 4,500.00 Rp. 121,500.00 14.370 Kg Semen Portland Rp. 3,600.00 Rp. 51,732.00 0.040 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 54,000.00 Tenaga 0.320 oh Pekerja Rp. 60,000.00 Rp. 19,200.00 0.100 oh Tukang Batu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.015 oh Mandor Rp. 90,000.00 Rp. 1,350.00 18 1 M2 PLESTERAN 1 : 2 TEBAL 2 CM Rp. 115,283.00 Bahan 14.280 Kg Semen Portland Rp. 3,600.00 Rp. 51,408.00 0.023 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 31,050.00 Page 2 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.200 oh Tukang Batu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.013 oh Mandor Rp. 90,000.00 Rp. 1,125.00 19 1 M2 PLESTERAN 1 : 3 TEBAL 2 CM Rp. 106,805.00 Bahan 10.800 Kg Semen Portland Rp. 3,600.00 Rp. 38,880.00 0.026 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 35,100.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.200 oh Tukang Batu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.013 oh Mandor Rp. 90,000.00 Rp. 1,125.00 20 1 M2 PLESTERAN 1 : 4 TEBAL 2 CM Rp. 101,873.00 Bahan 8.680 Kg Semen Portland Rp. 3,600.00 Rp. 31,248.00 0.028 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 37,800.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.200 oh Tukang Batu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.013 oh Mandor Rp. 90,000.00 Rp. 1,125.00 21 1 M 3 MEMBUAT BETON BERTULANG K-225 ( 150 Kg BESI + Bekisting ) Rp. 6,880,875.00 Bahan 0.200 M3 Kayu untuk steeger Rp. 1,500,000.00 Rp. 300,000.00 1.500 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 45,000.00 0.400 Lt Minyak Bekisting Rp. 3,500.00 Rp. 1,400.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 Upah 3.900 h.o Pekerja Rp. 60,000.00 Rp. 234,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.040 h.o Tukang Kayu Rp. 75,000.00 Rp. 78,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.245 h.o Kepala Tukang Rp. 85,000.00 Rp. 20,825.00 0.165 h.o Mandor Rp. 90,000.00 Rp. 14,850.00 22 1 M3 MEMBUAT PONDASI BETON BERTULANG K.275 (150 Kg BESI+Bekisting) Rp. 6,807,575.00 Bahan 0.200 M3 Kayu untuk steeger Rp. 1,500,000.00 Rp. 300,000.00 1.500 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 45,000.00 0.400 Lt Minyak Bekisting Rp. 3,500.00 Rp. 1,400.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 Upah 3.900 h.o Pekerja Rp. 60,000.00 Rp. 234,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.040 h.o Tukang Kayu Rp. 75,000.00 Rp. 78,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.245 h.o Kepala Tukang Rp. 85,000.00 Rp. 20,825.00 0.165 h.o Mandor Rp. 90,000.00 Rp. 14,850.00 23 1 M 3 MEMBUAT BETON BERTULANG K-225 ( 200 Kg BESI + Bekisting ) Rp. 7,868,375.00 Bahan 0.200 M3 Kayu untuk steeger Rp. 1,500,000.00 Rp. 300,000.00 1.500 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 45,000.00 0.400 Lt Minyak Bekisting Rp. 3,500.00 Rp. 1,400.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 Upah - 3.900 h.o Pekerja Rp. 60,000.00 Rp. 234,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.040 h.o Tukang Kayu Rp. 75,000.00 Rp. 78,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.245 h.o Kepala Tukang Rp. 85,000.00 Rp. 20,825.00 0.165 h.o Mandor Rp. 90,000.00 Rp. 14,850.00 24 1 M3 MEMBUAT PONDASI BETON BERTULANG K-275 (200 Kg BESI+Bekisting) Rp. 7,795,075.00 Bahan 0.200 M3 Kayu untuk steeger Rp. 1,500,000.00 Rp. 300,000.00 Page 3 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 1.500 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 45,000.00 0.400 Lt Minyak Bekisting Rp. 3,500.00 Rp. 1,400.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 Upah 3.900 h.o Pekerja Rp. 60,000.00 Rp. 234,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.040 h.o Tukang Kayu Rp. 75,000.00 Rp. 78,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.245 h.o Kepala Tukang Rp. 85,000.00 Rp. 20,825.00 0.165 h.o Mandor Rp. 90,000.00 Rp. 14,850.00 25 1 M 3 BUAT BETON BERTULANG KEDAP AIR K-275 ( 200 Kg BESI + Bekisting ) Rp. 8,141,785.00 Bahan 0.270 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 405,000.00 2.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 60,000.00 0.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 2,100.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 1.200 Kg Strorox - 100 Rp. 80,000.00 Rp. 96,000.00 Upah 4.850 h.o Pekerja Rp. 60,000.00 Rp. 291,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.560 h.o Tukang Kayu Rp. 75,000.00 Rp. 117,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.331 h.o Kepala Tukang Rp. 85,000.00 Rp. 28,135.00 0.170 h.o Mandor Rp. 90,000.00 Rp. 15,300.00 26 1 M3 MEMBUAT SLOOF BETON BERTULANG K-225 ( 150 Kg BESI + Bekisting ) Rp. 7,131,585.00 Bahan 0.270 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 405,000.00 2.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 60,000.00 0.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 2,100.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 Upah 4.850 h.o Pekerja Rp. 60,000.00 Rp. 291,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.560 h.o Tukang Kayu Rp. 75,000.00 Rp. 117,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.331 h.o Kepala Tukang Rp. 85,000.00 Rp. 28,135.00 0.170 h.o Mandor Rp. 90,000.00 Rp. 15,300.00 27 1 M 3 BUAT SLOOF BETON BERTULANG K-275 ( 150 Kg BESI + Bekisting ) Rp. 7,058,285.00 Bahan 0.270 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 405,000.00 2.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 60,000.00 0.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 2,100.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 Upah 4.850 h.o Pekerja Rp. 60,000.00 Rp. 291,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.560 h.o Tukang Kayu Rp. 75,000.00 Rp. 117,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.331 h.o Kepala Tukang Rp. 85,000.00 Rp. 28,135.00 0.170 h.o Mandor Rp. 90,000.00 Rp. 15,300.00 28 1 M 3 BUAT SLOOF BETON BERTULANG K -225 ( 200 Kg BESI + Bekisting ) Rp. 8,119,085.00 Bahan 0.270 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 405,000.00 2.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 60,000.00 0.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 2,100.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 Upah 4.850 h.o Pekerja Rp. 60,000.00 Rp. 291,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 Page 4 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 1.560 h.o Tukang Kayu Rp. 75,000.00 Rp. 117,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.331 h.o Kepala Tukang Rp. 85,000.00 Rp. 28,135.00 0.170 h.o Mandor Rp. 90,000.00 Rp. 15,300.00 29 1 M 3 BUAT SLOOF BETON BERTULANG K -275 ( 200 Kg BESI + Bekisting ) Rp. 8,045,785.00 Bahan 0.270 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 405,000.00 2.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 60,000.00 0.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 2,100.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 Upah 4.850 h.o Pekerja Rp. 60,000.00 Rp. 291,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.560 h.o Tukang Kayu Rp. 75,000.00 Rp. 117,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.331 h.o Kepala Tukang Rp. 85,000.00 Rp. 28,135.00 0.170 h.o Mandor Rp. 90,000.00 Rp. 15,300.00 30 1 M 3 BUAT KOLOM BETON BERTULANG K-225 ( 160 Kg BESI + Bekisting ) Rp. 9,322,000.00 Bahan 0.400 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 600,000.00 4.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 120,000.00 2.000 Lt Minyak Bekisting Rp. 3,500.00 Rp. 7,000.00 160.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,088,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.150 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 315,000.00 3.500 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 665,000.00 20.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 400,000.00 Upah 7.300 h.o Pekerja Rp. 60,000.00 Rp. 438,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 3.300 h.o Tukang Kayu Rp. 75,000.00 Rp. 247,500.00 2.100 h.o Tukang Besi Rp. 75,000.00 Rp. 157,500.00 0.570 h.o Kepala Tukang Rp. 85,000.00 Rp. 48,450.00 0.250 h.o Mandor Rp. 90,000.00 Rp. 22,500.00 31 1 M3 BUAT KOLOM BETON BERTULANG K-275 ( 150 Kg BESI + Bekisting ) Rp. 9,055,700.00 Bahan 0.400 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 600,000.00 4.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 120,000.00 2.000 Lt Minyak Bekisting Rp. 3,500.00 Rp. 7,000.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.150 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 315,000.00 3.500 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 665,000.00 20.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 400,000.00 Upah - 7.300 h.o Pekerja Rp. 60,000.00 Rp. 438,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 3.300 h.o Tukang Kayu Rp. 75,000.00 Rp. 247,500.00 2.100 h.o Tukang Besi Rp. 75,000.00 Rp. 157,500.00 0.570 h.o Kepala Tukang Rp. 85,000.00 Rp. 48,450.00 0.250 h.o Mandor Rp. 90,000.00 Rp. 22,500.00 32 1 M 3 BUAT KOLOM BETON BERTULANG K-225 ( 200 Kg BESI + Bekisting ) Rp. 10,116,500.00 Bahan 0.400 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 600,000.00 4.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 120,000.00 2.000 Lt Minyak Bekisting Rp. 3,500.00 Rp. 7,000.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.150 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 315,000.00 3.500 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 665,000.00 20.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 400,000.00 Upah 7.300 h.o Pekerja Rp. 60,000.00 Rp. 438,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 3.300 h.o Tukang Kayu Rp. 75,000.00 Rp. 247,500.00 2.100 h.o Tukang Besi Rp. 75,000.00 Rp. 157,500.00 Page 5 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.570 h.o Kepala Tukang Rp. 85,000.00 Rp. 48,450.00 0.250 h.o Mandor Rp. 90,000.00 Rp. 22,500.00 33 1 M 3 BUAT KOLOM BETON BERTULANG K-275 ( 200 Kg BESI + Bekisting ) Rp. 10,043,200.00 Bahan 0.400 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 600,000.00 4.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 120,000.00 2.000 Lt Minyak Bekisting Rp. 3,500.00 Rp. 7,000.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.150 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 315,000.00 3.500 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 665,000.00 20.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 400,000.00 Upah 7.300 h.o Pekerja Rp. 60,000.00 Rp. 438,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 3.300 h.o Tukang Kayu Rp. 75,000.00 Rp. 247,500.00 2.100 h.o Tukang Besi Rp. 75,000.00 Rp. 157,500.00 0.570 h.o Kepala Tukang Rp. 85,000.00 Rp. 48,450.00 0.250 h.o Mandor Rp. 90,000.00 Rp. 22,500.00 34 1 M3 MEMBUAT BALOK BETON BERTULANG K-225 ( 160 Kg BESI + Bekisting ) Rp. 8,766,720.00 Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 160.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,088,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.140 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 294,000.00 2.800 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 16.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 320,000.00 Upah 5.960 h.o Pekerja Rp. 60,000.00 Rp. 357,600.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.550 h.o Kepala Tukang Rp. 85,000.00 Rp. 46,750.00 0.208 h.o Mandor Rp. 90,000.00 Rp. 18,720.00 35 1 M 3 MEMBUAT BALOK BETON BERTULANG ( 110 Kg BESI + Bekisting ) Rp. 7,790,250.00 Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 110.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,123,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 323.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,162,800.00 0.520 M3 Pasir Beton Rp. 1,350,000.00 Rp. 702,000.00 0.780 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,014,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 32.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 640,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 36 1 M 3 MEMBUAT SALURAN BETON TIDAK BERTULANG ( - Kg BESI + Bekisting ) Rp. 4,972,050.00 Bahan ( 1 PC ; 2 PS : 4 KRL ) 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 291.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,047,600.00 0.470 M3 Pasir Beton Rp. 1,350,000.00 Rp. 634,500.00 0.930 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,209,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 Page 6 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 37 1 M 3 BUAT BALOK BETON BERTULANG K-225 ( 175 Kg BESI + Bekisting ) Rp. 9,307,750.00 Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 175.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,377,500.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 32.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 640,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 38 1 M 3 BUAT BALOK BETON BERTULANG K-275 ( 150 Kg BESI + Bekisting ) Rp. 8,729,450.00 Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 32.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 640,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 39 1 M 3 BUAT BALOK BETON BERTULANG K-275 ( 150 Kg BESI + Bekisting ) Rp. 8,751,950.00 Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 32.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 640,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 40 1 M 3 BALOK/PLAT BETON BERTULANG K-275( 125 Kg BESI+Bekisting ) Rp. 8,321,950.00 KEDAP AIR Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 Page 7 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 125.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,412,500.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 32.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 640,000.00 1.200 Kg Throrox - 100 Rp. 62,500.00 Rp. 75,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 41 1 M 3 BUAT DINDING BETON BERTULANG K-225 ( 150 Kg BESI + Bekisting ) Rp. 8,581,770.00 Bahan 0.240 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 360,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.160 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 336,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 24.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 480,000.00 Upah 5.600 h.o Pekerja Rp. 60,000.00 Rp. 336,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.640 h.o Tukang Kayu Rp. 75,000.00 Rp. 198,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.400 h.o Kepala Tukang Rp. 85,000.00 Rp. 34,000.00 0.193 h.o Mandor Rp. 90,000.00 Rp. 17,370.00 42 1 M 3 BUAT DINDING BETON BERTULANG K-275 ( 150 Kg BESI + Bekisting ) Rp. 8,583,470.00 KEDAP AIR Bahan 0.240 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 360,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.160 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 336,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 24.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 480,000.00 1.200 Kg Strorox -100 Rp. 62,500.00 Rp. 75,000.00 Upah 5.600 h.o Pekerja Rp. 60,000.00 Rp. 336,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.640 h.o Tukang Kayu Rp. 75,000.00 Rp. 198,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.400 h.o Kepala Tukang Rp. 85,000.00 Rp. 34,000.00 0.193 h.o Mandor Rp. 90,000.00 Rp. 17,370.00 43 1 M 3 BUAT TANGGA BETON BERTULANG K-225 ( 200 Kg BESI + Bekisting ) Rp. 9,206,355.00 Bahan 0.250 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 375,000.00 3.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 90,000.00 1.200 Lt Minyak Bekisting Rp. 3,500.00 Rp. 4,200.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.105 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 220,500.00 2.500 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 475,000.00 14.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 280,000.00 Upah 5.600 h.o Pekerja Rp. 60,000.00 Rp. 336,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.300 h.o Tukang Kayu Rp. 75,000.00 Rp. 172,500.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.405 h.o Kepala Tukang Rp. 85,000.00 Rp. 34,425.00 0.202 h.o Mandor Rp. 90,000.00 Rp. 18,180.00 Page 8 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 44 1 M ' MEMBUAT KOLOM PENGUAT BETON BERTULANG ( 11 x 11 ) cm Rp. 120,480.00 Bahan 0.002 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 3,000.00 0.010 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 300.00 3.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 57,900.00 0.450 Kg Kawat Beton Rp. 30,000.00 Rp. 13,500.00 4.000 Kg Semen Portland Rp. 3,600.00 Rp. 14,400.00 0.008 M3 Pasir Beton Rp. 1,350,000.00 Rp. 10,800.00 0.009 M3 Koral Beton Rp. 1,300,000.00 Rp. 11,700.00 Upah 0.060 h.o Pekerja Rp. 60,000.00 Rp. 3,600.00 0.020 h.o Tukang Batu Rp. 75,000.00 Rp. 1,500.00 0.020 h.o Tukang Kayu Rp. 75,000.00 Rp. 1,500.00 0.020 h.o Tukang Besi Rp. 75,000.00 Rp. 1,500.00 0.006 h.o Kepala Tukang Rp. 85,000.00 Rp. 510.00 0.003 h.o Mandor Rp. 90,000.00 Rp. 270.00 45 1 M ' MEMBUAT RING BALOK BETON BERTULANG ( 10 x 15 ) cm Rp. 142,255.00 Bahan 0.003 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 4,500.00 0.020 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 600.00 3.600 Kg Besi Beton Polos Rp. 19,300.00 Rp. 69,480.00 0.050 Kg Kawat Beton Rp. 30,000.00 Rp. 1,500.00 5.500 Kg Semen Portland Rp. 3,600.00 Rp. 19,800.00 0.009 M3 Pasir Beton Rp. 1,350,000.00 Rp. 12,150.00 0.015 M3 Koral Beton Rp. 1,300,000.00 Rp. 19,500.00 Upah 0.100 h.o Pekerja Rp. 60,000.00 Rp. 6,000.00 0.033 h.o Tukang Batu Rp. 75,000.00 Rp. 2,475.00 0.033 h.o Tukang Kayu Rp. 75,000.00 Rp. 2,475.00 0.033 h.o Tukang Besi Rp. 75,000.00 Rp. 2,475.00 0.010 h.o Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.005 h.o Mandor Rp. 90,000.00 Rp. 450.00 46 1 M3 MEMBUAT BETON TUMBUK, 1 Pc : 3 Ps : 5 Kr Rp. 2,744,875.00 Bahan 218.000 Kg Semen Portland Rp. 3,600.00 Rp. 784,800.00 0.5200 M3 Pasir Beton Rp. 1,350,000.00 Rp. 702,000.00 0.8700 M3 Kerikil Koral Rp. 1,300,000.00 Rp. 1,131,000.00 Upah 1.6500 h.o Pekerja Rp. 60,000.00 Rp. 99,000.00 0.2500 h.o Tukang Batu Rp. 75,000.00 Rp. 18,750.00 0.0250 h.o Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.0800 h.o Mandor Rp. 90,000.00 Rp. 7,200.00 47 1 M3 MEMBUAT BETON TUMBUK, 1 Pc : 3 Ps : 6 Kr Rp. 2,650,375.00 Bahan 173.000 Kg Semen Portland Rp. 3,600.00 Rp. 622,800.00 0.5700 M3 Pasir Beton Rp. 1,350,000.00 Rp. 769,500.00 0.8700 M3 Kerikil Koral Rp. 1,300,000.00 Rp. 1,131,000.00 Upah - 1.6500 h.o Pekerja Rp. 60,000.00 Rp. 99,000.00 0.2500 h.o Tukang Batu Rp. 75,000.00 Rp. 18,750.00 0.0250 h.o Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.0800 h.o Mandor Rp. 90,000.00 Rp. 7,200.00 48 1 BH SEPTICTANK + PERESAPAN = A + B Rp. 11,192,958.00 48.a 1 BH SEPTICTANK ( A ) Rp. 3,797,800.00 Bahan 166.750 Kg Semen Rp. 3,600.00 Rp. 600,300.00 0.850 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 1,147,500.00 300.000 Bh Bataco Rp. 4,500.00 Rp. 1,350,000.00 1.500 m' Pipa PVC 2" Rp. 20,000.00 Rp. 30,000.00 2.000 m' Pipa PVC 4" Rp. 65,000.00 Rp. 130,000.00 Tenaga 2.000 oh Pekerja Rp. 60,000.00 Rp. 120,000.00 3.500 oh Tukang Rp. 75,000.00 Rp. 262,500.00 0.900 oh Kep. Tukang Rp. 85,000.00 Rp. 76,500.00 0.900 oh Mandor Rp. 90,000.00 Rp. 81,000.00 48 b PERESAPAN (B) Rp. 7,395,158.00 4.075 m3 Galian Tanah Rp. 27,600.00 Rp. 112,470.00 2.905 m3 Kerikil Beton Rp. 1,300,000.00 Rp. 3,776,500.00 0.615 m3 Urugan Pasir Rp. 1,350,000.00 Rp. 830,250.00 7.000 m' Pipa PVC 4" Rp. 65,000.00 Rp. 455,000.00 2.000 m2 Ijuk Rp. 20,000.00 Rp. 40,000.00 Page 9 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.160 m3 Pasangan Beton Cetak t = 8cm Rp. 9,307,750.00 Rp. 1,489,240.00 6.000 m2 Plesteran 1 : 2 Rp. 115,283.00 Rp. 691,698.00 49MEMASANG 1 BUAH BAK MANDI BATU BATA VOLUME 0,3 M3 Rp. 2,145,000.00 Bahan 20.000 Bh Batu Tela Rp. 4,500.00 Rp. 90,000.00 120.000 Kg Semen Portland Rp. 3,600.00 Rp. 432,000.00 0.300 M3 Pasir Pasang Rp. 1,350,000.00 Rp. 405,000.00 4.050 M2 Porselen ( 20 x 25 ) cm Rp. 130,000.00 Rp. 526,500.00 6.000 Kg Semen Nat Rp. 9,000.00 Rp. 54,000.00 Upah 6.000 h.o Pekerja Rp. 60,000.00 Rp. 360,000.00 3.000 h.o Tukang Batu Rp. 75,000.00 Rp. 225,000.00 0.300 h.o Kepala Tukang Rp. 85,000.00 Rp. 25,500.00 0.300 h.o Mandor Rp. 90,000.00 Rp. 27,000.00 50MEMASANG 1 BUAH BAK KONTROL PASANGAN BATU BATA Rp. 752,472.50 ( Ukuran 30 x 30 cm ) tinggi 35 cm Bahan 6.000 Bh Batu Tela Rp. 4,500.00 Rp. 27,000.00 44.000 Kg Semen Portland Rp. 3,600.00 Rp. 158,400.00 0.070 M3 Pasir Pasang Rp. 1,350,000.00 Rp. 94,500.00 0.070 M3 Split 2- 3 cm Rp. 1,300,000.00 Rp. 91,000.00 1.600 Kg Besi Beton Rp. 19,300.00 Rp. 30,880.00 0.060 M3 Pasir Beton Rp. 1,350,000.00 Rp. 81,000.00 Upah 3.200 h.o Pekerja Rp. 60,000.00 Rp. 192,000.00 1.015 h.o Tukang Batu Rp. 75,000.00 Rp. 76,125.00 0.002 h.o Kepala Tukang Rp. 85,000.00 Rp. 127.50 0.016 h.o Mandor Rp. 90,000.00 Rp. 1,440.00 51 MEMASANG 1 BUAH WASTAFEL Rp 2,070,000.00 Bahan 1.000 Bh Washtafel Merk TOTO Rp 1,800,000.00 Rp 1,800,000.00 6.000 Kg Semen Warna Rp 9,000.00 Rp 54,000.00 0.010 M3 Pasir Pasang Rp 1,350,000.00 Rp 13,500.00 Tenaga 1.200 Pekerja Rp 60,000.00 Rp 72,000.00 1.450 Tukang Batu Rp 75,000.00 Rp 108,750.00 0.150 Kepala Tukang Rp 85,000.00 Rp 12,750.00 0.100 Mandor Rp 90,000.00 Rp 9,000.00 52 1 BUAH BAK CUCI PIRING STANLESS STEEL 1 LUBANG Rp. 1,009,475.00 Bahan 1.000 Bh Bak Cuci Stainless Steel Rp. 650,000.00 Rp. 650,000.00 1.000 Set Water Drain + Asesories Rp. 175,000.00 Rp. 175,000.00 20.000 Kg Semen Portland Rp. 3,600.00 Rp. 72,000.00 0.050 M3 Pasir Pasang Rp. 1,350,000.00 Rp. 67,500.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 52 MEMASANG 1 BUAH URINOIR Rp 2,587,600.00 Bahan 1.000 Bh Urinoir Merk TOTO Rp 2,400,000.00 Rp 2,400,000.00 6.000 Kg Semen portland Rp 3,600.00 Rp 21,600.00 0.010 M3 Pasir Pasang Rp 1,350,000.00 Rp 13,500.00 Tenaga 1.000 Pekerja Rp 60,000.00 Rp 60,000.00 1.000 Tukang Batu Rp 75,000.00 Rp 75,000.00 0.100 Kepala Tukang Rp 85,000.00 Rp 8,500.00 0.100 Mandor Rp 90,000.00 Rp 9,000.00 53 1 BH KLOSET DUDUK / MONOBLOK Rp 2,148,085.00 Bahan 1.000 Bh Kloset Duduk Merk TOTO Rp 1,800,000.00 Rp 1,800,000.00 6.000 Kg Semen PC Rp 3,600.00 Rp 21,600.00 0.010 M3 Pasir Pasang Rp 1,350,000.00 Rp 13,500.00 4.000 Bh Bataco Rp 4,500.00 Rp 18,000.00 Tenaga 3.300 oh Pekerja Rp 60,000.00 Rp 198,000.00 1.100 oh Tukang Batu Rp 75,000.00 Rp 82,500.00 0.001 oh Kepala Tukang Rp 85,000.00 Rp 85.00 0.160 oh Mandor Rp 90,000.00 Rp 14,400.00 54 1 BUAH CLOSET JONGKOK PORSELIN Rp 917,500.00 Bahan Page 10 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 1.000 Bh Kloset Jongkok Merk KIA Rp 550,000.00 Rp 550,000.00 6.000 Kg Semen PC Rp 3,600.00 Rp 21,600.00 0.010 M3 Pasir Pasang Rp 1,350,000.00 Rp 13,500.00 4.000 Bh Bataco Rp 4,500.00 Rp 18,000.00 Tenaga 1.000 Pekerja Rp 60,000.00 Rp 60,000.00 1.500 Tukang Batu Rp 75,000.00 Rp 112,500.00 1.500 Kepala Tukang Rp 85,000.00 Rp 127,500.00 0.160 Mandor Rp 90,000.00 Rp 14,400.00 55 1 BUAH CLOSET DUDUK PORSELIN Rp 2,167,500.00 Bahan 1.000 Bh Kloset Duduk Merk KIA Rp 1,800,000.00 Rp 1,800,000.00 6.000 Kg Semen PC Rp 3,600.00 Rp 21,600.00 0.010 M3 Pasir Pasang Rp 1,350,000.00 Rp 13,500.00 4.000 Bh Bataco Rp 4,500.00 Rp 18,000.00 Tenaga 1.000 Pekerja Rp 60,000.00 Rp 60,000.00 1.500 Tukang Batu Rp 75,000.00 Rp 112,500.00 1.500 Kepala Tukang Rp 85,000.00 Rp 127,500.00 0.160 Mandor Rp 90,000.00 Rp 14,400.00 56 1 M' PASANG PIPA PVC AW 4" Rp 109,739.50 Bahan 1.200 M' Pipa PVC 4" Rp 65,000.00 Rp. 78,000.00 Perlengkapan Rp. 15,238.00 Tenaga 0.081 Pekerja Rp 60,000.00 Rp. 4,860.00 0.135 Tukang batu Rp 75,000.00 Rp. 10,125.00 0.014 Kepala Tukang Rp 85,000.00 Rp. 1,147.50 0.004 Mandor Rp 90,000.00 Rp. 369.00 57 1 M' PASANG PIPA PVC AW 3" Rp 69,739.50 Bahan 1.200 M' Pipa PVC 3" Rp 39,000.00 Rp. 46,800.00 Perlengkapan Rp. 6,438.00 Tenaga 0.081 Pekerja Rp 60,000.00 Rp. 4,860.00 0.135 Tukang batu Rp 75,000.00 Rp. 10,125.00 0.014 Kepala Tukang Rp 85,000.00 Rp. 1,147.50 0.004 Mandor Rp 90,000.00 Rp. 369.00 58 1 M' PASANG PIPA PVC AW 2" Rp 43,159.00 Bahan 1.200 M' Pipa PVC 2" Rp 20,000.00 Rp. 24,000.00 Perlengkapan Rp. 8,161.00 Tenaga 0.054 Pekerja Rp 60,000.00 Rp. 3,240.00 0.090 Tukang batu Rp 75,000.00 Rp. 6,750.00 0.009 Kepala Tukang Rp 85,000.00 Rp. 765.00 0.003 Mandor Rp 90,000.00 Rp. 243.00 59 1 M' PASANG PIPA PVC AW 3/4" Rp 17,862.00 Bahan 1.200 M' Pipa PVC Rp 6,500.00 Rp. 7,800.00 Perlengkapan Rp. 2,730.00 Tenaga 0.036 Pekerja Rp 60,000.00 Rp. 2,160.00 0.060 Tukang batu Rp 75,000.00 Rp. 4,500.00 0.006 Kepala Tukang Rp 85,000.00 Rp. 510.00 0.002 Mandor Rp 90,000.00 Rp. 162.00 60 1 M' PASANG PVC AW 1/2" Rp 16,242.00 Bahan 1.200 M' Pipa PVC 3/4" Rp 5,500.00 Rp. 6,600.00 Perlengkapan Rp. 2,310.00 Tenaga 0.036 Pekerja Rp 60,000.00 Rp. 2,160.00 0.060 Tukang batu Rp 75,000.00 Rp. 4,500.00 0.006 Kepala Tukang Rp 85,000.00 Rp. 510.00 0.002 Mandor Rp 90,000.00 Rp. 162.00 61 1 M' PASANG GIP MEDIUM 4 " Rp 550,759.50 Bahan 1.200 M' Pipa Galv. Medium 4 " Rp 323,000.00 Rp. 387,600.00 Perlengkapan 35 % x harga pipa Rp. 135,660.00 Tenaga 0.135 Pekerja Rp 60,000.00 Rp. 8,100.00 0.225 Tukang batu Rp 75,000.00 Rp. 16,875.00 0.023 Kepala Tukang Rp 85,000.00 Rp. 1,912.50 Page 11 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.007 Mandor Rp 90,000.00 Rp. 612.00 64 1 M' PASANG GIP MEDIUM 3 " Rp 365,436.00 Bahan 1.200 M' Pipa Galv. Medium 3 " Rp 212,000.00 Rp. 254,400.00 Perlengkapan 35 % x harga pipa Rp. 89,040.00 Tenaga 0.108 Pekerja Rp 60,000.00 Rp. 6,480.00 0.180 Tukang batu Rp 75,000.00 Rp. 13,500.00 0.018 Kepala Tukang Rp 85,000.00 Rp. 1,530.00 0.005 Mandor Rp 90,000.00 Rp. 486.00 65 1 M' PASANG GIP MEDIUM 1 1/2 " Rp 167,796.00 Bahan 1.200 M' Pipa Galv. Medium 1 1/2 " Rp 90,000.00 Rp. 108,000.00 Perlengkapan 35 % x harga pipa Rp. 37,800.00 Tenaga 0.108 Pekerja Rp 60,000.00 Rp. 6,480.00 0.180 Tukang batu Rp 75,000.00 Rp. 13,500.00 0.018 Kepala Tukang Rp 85,000.00 Rp. 1,530.00 0.005 Mandor Rp 90,000.00 Rp. 486.00 66 1 M' PASANG GIP MEDIUM 1 " Rp 68,647.25 Bahan 1.200 M' Pipa Galv. Medium 1 " Rp 46,211.50 Rp. 55,453.80 Tenaga 0.054 Pekerja Rp 60,000.00 Rp. 3,240.00 0.090 Tukang batu Rp 75,000.00 Rp. 6,757.50 0.009 Kepala Tukang Rp 85,000.00 Rp. 765.85 0.027 Mandor Rp 90,000.00 Rp. 2,430.00 65 1 M' PASANG GIP MEDIUM 3/4 " Rp 43,647.25 Bahan 1.200 M' Pipa Galv. Medium 3/4 " Rp 25,380.00 Rp. 30,456.00 Tenaga 0.054 Pekerja Rp 60,000.00 Rp. 3,240.00 0.090 Tukang batu Rp 75,000.00 Rp. 6,757.50 0.009 Kepala Tukang Rp 85,000.00 Rp. 765.85 0.027 Mandor Rp 90,000.00 Rp. 2,430.00 66 1 M' PASANG GIP MEDIUM 1/2 " Rp 34,647.25 Bahan 1.200 M' Pipa Galv. Medium 1/2 " Rp 17,885.00 Rp. 21,462.00 Perlengkapan 35 % x harga pipa Rp. Tenaga 0.054 Pekerja Rp 60,000.00 Rp. 3,240.00 0.090 Tukang batu Rp 75,000.00 Rp. 6,757.50 0.009 Kepala Tukang Rp 85,000.00 Rp. 765.85 0.027 Mandor Rp 90,000.00 Rp. 2,430.00 67 1 BUAH KRAN 3/4" ATAU 1/2" Rp 194,525.00 Bahan 1.000 Bh Kran Air Rp 185,000.00 Rp. 185,000.00 0.025 Bh Seal Tape Rp 5,000.00 Rp. 125.00 Tenaga 0.010 Pekerja Rp 60,000.00 Rp. 600.00 0.100 Tukang batu Rp 75,000.00 Rp. 7,500.00 0.010 Kepala Tukang Rp 85,000.00 Rp. 850.00 0.005 Mandor Rp 90,000.00 Rp. 450.00 68 1 BUAH FLOOR DRAIN Rp 159,400.00 Bahan 1.000 Bh Floor Drain Stainless Rp 150,000.00 Rp. 150,000.00 Tenaga 0.010 Pekerja Rp 60,000.00 Rp. 600.00 0.100 Tukang batu Rp 75,000.00 Rp. 7,500.00 0.010 Kepala Tukang Rp 85,000.00 Rp. 850.00 0.005 Mandor Rp 90,000.00 Rp. 450.00 69 1 BH BAK AIR FIBER Rp. 1,018,750.00 Bahan 1.000 Bh Bak Air Fiber Rp. 1,000,000.00 Rp. 1,000,000.00 Tenaga 0.250 oh Tukang Batu Rp. 75,000.00 Rp. 18,750.00 69 1 M2 PASANG LANTAI KERAMIK 10 X 20 CM Rp 310,293.00 Bahan 1.000 M2 Keramik 10 x 20 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga Page 12 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.620 oh Oekerja Rp 60,000.00 Rp 37,200.00 0.350 oh Tukang Batu Rp 75,000.00 Rp 26,250.00 0.035 oh Kepala Tukang Rp 85,000.00 Rp 2,975.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 70 1 M2 PASANG LANTAI KERAMIK 20 X 20 CM Rp 310,293.00 Bahan 1.000 M2 Keramik 20 x 20 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.620 oh Pekerja Rp 60,000.00 Rp 37,200.00 0.350 oh Tukang Batu Rp 75,000.00 Rp 26,250.00 0.035 oh Kepala Tukang Rp 85,000.00 Rp 2,975.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 71 1 M2 PASANG LANTAI KERAMIK 20 X 25 CM Rp 310,293.00 Bahan 1.000 M2 Keramik 20 x 25 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.620 oh Pekerja Rp 60,000.00 Rp 37,200.00 0.350 oh Tukang Batu Rp 75,000.00 Rp 26,250.00 0.035 oh Kepala Tukang Rp 85,000.00 Rp 2,975.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 72 1 M2 PASANG LANTAI KERAMIK 40 x 40 CM Rp 313,416.86 Bahan 1.000 M2 Keramik 40 x 40 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.672 oh Pekerja Rp 60,000.00 Rp 40,320.00 0.350 oh Tukang Batu Rp 75,000.00 Rp 26,250.00 0.035 oh Kepala Tukang Rp 85,000.00 Rp 2,975.00 0.030 oh Mandor Rp 90,000.00 Rp 2,703.86 73 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM Rp 310,293.00 Bahan 1.000 M2 Keramik 30 x 30 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.620 oh Pekerja Rp 60,000.00 Rp 37,200.00 0.350 oh Tukang Batu Rp 75,000.00 Rp 26,250.00 0.035 oh Kepala Tukang Rp 85,000.00 Rp 2,975.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 74 1 M2 PASANG DINDING KERAMIK 20 x 25 CM Rp 277,555.00 Bahan 1.000 M2 Keramik 20 x 25 cm Rp 130,000.00 Rp 130,000.00 9.300 Kg Semen Portland Rp 3,600.00 Rp 33,480.00 0.018 M3 Pasir Pasang Rp 1,350,000.00 Rp 24,300.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.600 oh Pekerja Rp 60,000.00 Rp 36,000.00 0.450 oh Tukang Batu Rp 75,000.00 Rp 33,750.00 0.045 oh Kepala Tukang Rp 85,000.00 Rp 3,825.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 75 1 M' PASANG PLINT KERAMIK 10 x 40 CM Rp 162,555.00 Bahan 2.500 BH Keramik 10 x 40 cm Rp 6,000.00 Rp 15,000.00 9.300 Kg Semen Portland Rp 3,600.00 Rp 33,480.00 0.018 M3 Pasir Pasang Rp 1,350,000.00 Rp 24,300.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.600 oh Pekerja Rp 60,000.00 Rp 36,000.00 0.450 oh Tukang Batu Rp 75,000.00 Rp 33,750.00 0.045 oh Kepala Tukang Rp 85,000.00 Rp 3,825.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 76 1 M' PASANG PLINT KERAMIK 10 x 20 CM Rp 102,435.00 Bahan 5.000 Bh Keramik 10 x 20 cm Rp 3,000.00 Rp 15,000.00 1.650 Kg Semen Portland Rp 3,600.00 Rp 5,940.00 0.003 M3 Pasir Pasang Rp 1,350,000.00 Rp 4,320.00 Page 13 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.100 Kg Semen Warna Rp 9,000.00 Rp 900.00 Tenaga 0.600 oh Pekerja Rp 60,000.00 Rp 36,000.00 0.450 oh Tukang Batu Rp 75,000.00 Rp 33,750.00 0.045 oh Kepala Tukang Rp 85,000.00 Rp 3,825.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 77 1 M' PASANG PLINT KERAMIK 10 x 30 CM Rp 102,586.50 Bahan 3.330 Bh Keramik 10 x 40 cm Rp 4,550.00 Rp 15,151.50 1.650 Kg Semen Portland Rp 3,600.00 Rp 5,940.00 0.003 M3 Pasir Pasang Rp 1,350,000.00 Rp 4,320.00 0.100 Kg Semen Warna Rp 9,000.00 Rp 900.00 Tenaga 0.600 oh Pekerja Rp 60,000.00 Rp 36,000.00 0.450 oh Tukang Batu Rp 75,000.00 Rp 33,750.00 0.045 oh Kepala Tukang Rp 85,000.00 Rp 3,825.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 78 1 M' PASANG PLINT LENGKUNG Rp 257,555.00 Bahan 1.000 M' Keramik 10 x 40 cm Rp 110,000.00 Rp 110,000.00 9.300 Kg Semen Portland Rp 3,600.00 Rp 33,480.00 0.018 M3 Pasir Pasang Rp 1,350,000.00 Rp 24,300.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.600 oh Pekerja Rp 60,000.00 Rp 36,000.00 0.450 oh Tukang Batu Rp 75,000.00 Rp 33,750.00 0.045 oh Kepala Tukang Rp 85,000.00 Rp 3,825.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 79 1 M2 PEK. WATERPROOFING Rp 342,760.00 Bahan 5.000 Kg Bahan Waterproof Rp 65,000.00 Rp 325,000.00 Tenaga 0.120 oh Pekerja Rp 60,000.00 Rp 7,200.00 0.120 oh Tukang Batu Rp 75,000.00 Rp 9,000.00 0.012 oh Kepala Tukang Rp 85,000.00 Rp 1,020.00 0.006 oh Mandor Rp 90,000.00 Rp 540.00 Page 14 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 80 1 M' SELOKAN PERSEGI / DIPLESTER 1 : 3 Rp 139,960.00 10 M' Selokan Persegi/Plaster 1 : 3 Rp 1,399,600.00 Bahan 60.000 Bh Batu Tela Rp 4,500.00 Rp 270,000.00 101.000 Kg Semen PC Rp 3,600.00 Rp 363,600.00 0.252 m3 Pasir Pasang Rp 1,350,000.00 Rp 340,200.00 Tenaga 5.000 Pekerja Rp 60,000.00 Rp 300,000.00 1.200 Tukang Batu Rp 75,000.00 Rp 90,000.00 0.400 Kepala Tukang Rp 85,000.00 Rp 34,000.00 0.020 Mandor Rp 90,000.00 Rp 1,800.00 81 1 M' TALANG / JURAI DALAM SENG PLAT BJLS 0.30 Rp. 65,465.00 Bahan 0.400 Lbr Seng Plat BJLS 0.30 Rp. 55,000.00 Rp. 22,000.00 0.004 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 12,800.00 0.050 Kg Paku Seng Rp. 35,000.00 Rp. 1,750.00 Tenaga 0.125 h.o Pekerja Rp. 60,000.00 Rp. 7,500.00 0.250 h.o Tukang Rp. 75,000.00 Rp. 18,750.00 0.025 h.o Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.006 h.o Mandor Rp. 90,000.00 Rp. 540.00 82 1 M' BUBUNGAN/ NOK ATAP SPAN DECK Rp. 32,485.00 Bahan 1.100 M' Nok Span Deck Rp. 16,800.00 Rp. 18,480.00 0.040 Kg Paku Seng Rp. 35,000.00 Rp. 1,400.00 Tenaga 0.075 oh Pekerja Rp. 60,000.00 Rp. 4,500.00 0.075 oh Tukang kayu Rp. 75,000.00 Rp. 5,625.00 0.008 oh Kep. Tukang Rp. 85,000.00 Rp. 680.00 0.020 oh Mandor Rp. 90,000.00 Rp. 1,800.00 83 1 M2 ATAP SPAN DECK Rp. 218,150.00 Bahan 1.100 m2 Atap Span Deck Rp. 145,000.00 Rp. 159,500.00 6.000 Bh Paku Sekrup Rp. 250.00 Rp. 1,500.00 Tenaga 0.200 oh Pekerja Rp. 60,000.00 Rp. 12,000.00 0.250 oh Tukang kayu Rp. 75,000.00 Rp. 18,750.00 0.300 oh Kep. Tukang Rp. 85,000.00 Rp. 25,500.00 0.010 oh Mandor Rp. 90,000.00 Rp. 900.00 Page 15 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 84 1 M' PAS. TALANG MIRING SENG PLAT BJLS 0.30 Rp. 124,062.50 Bahan 0.700 Lbr Seng Plat BJLS 0.30( 3" X 6" ) Rp. 55,000.00 Rp. 38,500.00 0.019 m3 Papan Kayu Klas II ( Matoa ) Rp. 2,100,000.00 39,900.00 0.015 m3 Paku Seng Rp. 35,000.00 Rp. 525.00 0.300 Kg Meni Rp. 35,000.00 Rp. 10,500.00 Tenaga 0.040 oh Pekerja Rp. 60,000.00 Rp. 2,400.00 0.400 oh Tukang kayu Rp. 75,000.00 Rp. 30,000.00 0.025 oh Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.001 oh Mandor Rp. 90,000.00 Rp. 112.50 85 1 M2 ATAP SENG GELOMBANG BJLS 0.30 Rp. 83,450.00 Bahan 0.700 Lbr Seng Gel. BJLS 0.30 ( 3" x 6" ) Rp. 100,000.00 Rp. 70,000.00 0.020 Kg Paku Seng Rp. 35,000.00 Rp. 700.00 Tenaga 0.120 oh Pekerja Rp. 60,000.00 Rp. 7,200.00 0.060 oh Tukang kayu Rp. 75,000.00 Rp. 4,500.00 0.006 oh Kep. Tukang Rp. 85,000.00 Rp. 510.00 0.006 oh Mandor Rp. 90,000.00 Rp. 540.00 86 1 M2 NOK ATAP SENG BJLS 0.30 Rp. 33,370.00 Bahan 0.300 Lbr Seng plat. BJLS 0.30 ( 3 " x 6 " ) Rp. 55,000.00 Rp. 16,500.00 0.040 Kg Paku Seng Rp. 35,000.00 Rp. 1,400.00 Tenaga 0.150 oh Pekerja Rp. 60,000.00 Rp. 9,000.00 0.070 oh Tukang kayu Rp. 75,000.00 Rp. 5,250.00 0.008 oh Kep. Tukang Rp. 85,000.00 Rp. 680.00 0.006 oh Mandor Rp. 90,000.00 Rp. 540.00 88 1 M2 PASANG ALUMINIUM FOIL Rp. 31,045.00 Bahan 1.050 M2 Aluminium Foil Rp. 15,000.00 Rp. 15,750.00 0.040 Kg Paku Rp. 35,000.00 Rp. 1,400.00 Tenaga 0.150 oh Pekerja Rp. 60,000.00 Rp. 9,000.00 0.050 oh Tukang kayu Rp. 75,000.00 Rp. 3,750.00 0.005 oh Kep. Tukang Rp. 85,000.00 Rp. 425.00 0.008 oh Mandor Rp. 90,000.00 Rp. 720.00 89 1 M2 PASANG KARET PELAPIS ATAP Rp. 40,495.00 Bahan 1.050 M2 Karet Pelapis Rp. 24,000.00 Rp. 25,200.00 0.040 Kg Paku Rp. 35,000.00 Rp. 1,400.00 Tenaga 0.150 oh Pekerja Rp. 60,000.00 Rp. 9,000.00 0.050 oh Tukang kayu Rp. 75,000.00 Rp. 3,750.00 0.005 oh Kep. Tukang Rp. 85,000.00 Rp. 425.00 0.008 oh Mandor Rp. 90,000.00 Rp. 720.00 90 1 M2 ATAP GENTENG MULTI ROOF Rp. 189,940.00 Bahan 1.300 Lbr Genteng Metal Roof Rp. 125,000.00 Rp. 162,500.00 0.200 Kg Paku anti karat Rp. 35,000.00 Rp. 7,000.00 Tenaga 0.200 oh Pekerja Rp. 60,000.00 Rp. 12,000.00 0.100 oh Tukang kayu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.001 oh Mandor Rp. 90,000.00 Rp. 90.00 91 1 M' NOK MULTI ROOF Rp. 242,695.00 Bahan 2.500 bh Nok Genteng Multi Roof Rp. 45,000.00 Rp. 112,500.00 2.000 bh Wallflashing Rp. 50,000.00 Rp. 100,000.00 0.050 Kg Paku anti karat Rp. 30,000.00 Rp. 1,500.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.150 oh Tukang kayu Rp. 75,000.00 Rp. 11,250.00 0.015 oh Kep. Tukang Rp. 85,000.00 Rp. 1,275.00 0.013 oh Mandor Rp. 90,000.00 Rp. 1,170.00 90 1 M2 ATAP GALVALUME Rp. 188,340.00 Bahan 1.100 Lbr Atap Galvalume 4mm Rp. 145,000.00 Rp. 159,500.00 7.000 bh Paku anti karat Rp. 1,200.00 Rp. 8,400.00 Page 16 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH Tenaga 0.200 oh Pekerja Rp. 60,000.00 Rp. 12,000.00 0.100 oh Tukang kayu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.001 oh Mandor Rp. 90,000.00 Rp. 90.00 91 1 M' NOK GALVALUME Rp. 73,095.00 Bahan 2.500 Lbr Nok Galvalume Rp. 16,800.00 Rp. 42,000.00 2.000 bh Paku anti karat Rp. 1,200.00 Rp. 2,400.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.150 oh Tukang kayu Rp. 75,000.00 Rp. 11,250.00 0.015 oh Kep. Tukang Rp. 85,000.00 Rp. 1,275.00 0.013 oh Mandor Rp. 90,000.00 Rp. 1,170.00 92 1 M3 RANGKA KUDA-KUDA KAYU BESI 6/12 Rp. 5,179,000.00 Bahan 1.100 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 3,520,000.00 15.000 Kg Besi Strip Rp. 25,000.00 Rp. 375,000.00 0.800 Kg Paku Kayu Rp. 30,000.00 Rp. 24,000.00 Upah ` 4.000 oh Pekerja Rp. 60,000.00 Rp. 240,000.00 12.000 oh Tukang Rp. 75,000.00 Rp. 900,000.00 1.200 oh Kep. Tukang Rp. 85,000.00 Rp. 102,000.00 0.200 oh Mandor Rp. 90,000.00 Rp. 18,000.00 93 1 M3 RANGKA GORDING KAYU MATOA 5/10 Rp. 3,356,500.00 Bahan 1.100 m3 Balok Kayu Matoa Rp. 2,100,000.00 Rp. 2,310,000.00 0.600 Kg Paku Kayu Rp. 30,000.00 Rp. 18,000.00 Tenaga 3.000 oh Pekerja Rp. 60,000.00 Rp. 180,000.00 10.000 oh Tukang Rp. 75,000.00 Rp. 750,000.00 1.000 oh Kep. Tukang Rp. 85,000.00 Rp. 85,000.00 0.150 oh Mandor Rp. 90,000.00 Rp. 13,500.00 94 1 M2 PASANG KASO + RING Rp. 64,100.00 Bahan 0.014 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 44,800.00 0.150 Kg Paku Kayu Rp. 30,000.00 Rp. 4,500.00 Tenag 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.100 oh Tukang Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 95 1M' PEKERJAAN LISTPLANK 2 x 2/20 Rp. 48,170.00 Bahan 0.009 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 27,520.00 0.060 Kg Paku Kayu Rp. 30,000.00 Rp. 1,800.00 Tenaga 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.100 oh Tukang Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.050 oh Mandor Rp. 90,000.00 Rp. 4,500.00 96 1M' PEKERJAAN LISTPLANK 2 x 3/20 Rp. 84,791.42 Bahan 0.015 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 46,400.00 0.060 Kg Paku Kayu Rp. 30,000.00 Rp. 1,800.00 Tenaga 0.150 oh Pekerja Rp. 60,000.00 Rp. 9,000.00 0.250 oh Tukang Rp. 75,000.00 Rp. 18,750.00 0.025 oh Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.075 oh Mandor Rp. 90,000.00 Rp. 6,716.42 97 1M' PEKERJAAN LISTPLANK 3 x 30 Rp. 62,110.00 Bahan 0.011 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 35,200.00 0.050 Kg Paku Kayu Rp. 30,000.00 Rp. 1,500.00 Tenaga 0.110 oh Pekerja Rp. 60,000.00 Rp. 6,600.00 0.220 oh Tukang Rp. 75,000.00 Rp. 16,500.00 0.022 oh Kep. Tukang Rp. 85,000.00 Rp. 1,870.00 0.005 oh Mandor Rp. 90,000.00 Rp. 440.00 98 1M' PEKERJAAN LISTPLANK 3 x 20 Rp. 47,690.00 Bahan 0.007 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 23,040.00 0.050 Kg Paku Kayu Rp. 30,000.00 Rp. 1,500.00 Tenaga 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 Page 17 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.200 oh Tukang Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 99 1 M2 PLAFOND GIPSUM 9 MM + RANGKA Rp. 148,465.00 Bahan 0.364 Lbr Gypsum Board ( 120 x 240 x 9 ) mm Rp. 125,000.00 Rp. 45,500.00 0.023 m3 Balok Rangka Kayu Matoa Rp. 2,100,000.00 Rp. 48,300.00 0.110 Kg Paku sekrup Rp. 35,000.00 Rp. 3,850.00 Tenaga 0.270 oh Pekerja Rp. 60,000.00 Rp. 16,200.00 0.400 oh Tukang Rp. 75,000.00 Rp. 30,000.00 0.040 oh Kep. Tukang Rp. 85,000.00 Rp. 3,400.00 0.014 oh Mandor Rp. 90,000.00 Rp. 1,215.00 100 1 M2 PLAFOND TRIPLEKS 4 mm + RANGKA Rp. 150,715.00 Bahan 0.390 Lbr Tripleks 4 mm ( 122 x 244 ) Rp. 125,000.00 Rp. 48,750.00 0.023 m3 Balok Rangka Kayu matoa Rp. 2,100,000.00 Rp. 48,300.00 0.030 Kg Paku tripleks Rp. 35,000.00 Rp. 1,050.00 0.060 Kg Paku biasa 2"-5" Rp. 30,000.00 Rp. 1,800.00 Tenaga 0.270 oh Pekerja Rp. 60,000.00 Rp. 16,200.00 0.400 oh Tukang Rp. 75,000.00 Rp. 30,000.00 0.040 oh Kep. Tukang Rp. 85,000.00 Rp. 3,400.00 0.014 oh Mandor Rp. 90,000.00 Rp. 1,215.00 101 1 M2 PLAFOND TRIPLEKS 4 mm Rp. 81,550.00 Bahan 0.390 Lbr Tripleks 4 mm ( 122 x 244 ) Rp. 130,000.00 Rp. 50,700.00 0.030 Kg Paku tripleks Rp. 9,000.00 Rp. 270.00 Tenaga 0.140 oh Pekerja Rp. 60,000.00 Rp. 8,400.00 0.250 oh Tukang Rp. 75,000.00 Rp. 18,750.00 0.025 oh Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.015 oh Mandor Rp. 90,000.00 Rp. 1,305.00 101 1 M' LIST KAYU PROFIL Rp. 14,300.00 Bahan 1.100 Lbr List kayu profil Rp. 6,000.00 Rp. 6,600.00 0.010 Kg paku Rp. 30,000.00 Rp. 300.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.050 oh Tukang Rp. 75,000.00 Rp. 3,750.00 0.005 oh Kep. Tukang Rp. 85,000.00 Rp. 425.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 102 1 M' PASANG LIST PLAFOND PROFIL GYPSUM Rp. 29,795.00 Bahan 1.100 m' List Profil Gypsum Rp. 20,000.00 Rp. 22,000.00 0.010 Kg Paku Sekrup Rp. 35,000.00 Rp. 350.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.050 oh Tukang Rp. 75,000.00 Rp. 3,750.00 0.005 oh Kep. Tukang Rp. 85,000.00 Rp. 425.00 0.003 oh Mandor Rp. 90,000.00 Rp. 270.00 103 1 M3 PASANG KOSEN KAYU BESI PINTU DAN JENDELA Rp. 5,747,000.00 Bahan 1.200 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 3,840,000.00 Tenaga 6.000 oh Pekerja Rp. 60,000.00 Rp. 360,000.00 18.000 oh Tukang kayu Rp. 75,000.00 Rp. 1,350,000.00 2.000 oh Kep. Tukang Rp. 85,000.00 Rp. 170,000.00 0.300 oh Mandor Rp. 90,000.00 Rp. 27,000.00 1 1 M3 KOLOM KAYU BESI 10/10 Rp. 5,043,813.91 Bahan 1.200 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 3,840,000.00 0.600 Kg Paku Kayu Rp. 30,000.00 Rp. 18,000.00 Tenaga 3.500 oh Pekerja Rp. 60,000.00 Rp. 210,000.00 11.500 oh Tukang Rp. 75,000.00 Rp. 862,500.00 1.150 oh Kep. Tukang Rp. 85,000.00 Rp. 97,750.00 0.173 oh Mandor Rp. 90,000.00 Rp. 15,563.91 104 1 M3 PASANG KUDA-KUDA EKSPOSE Rp. 5,669,250.00 Bahan 1.200 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 3,840,000.00 15.000 Kg Besi Strip Rp. 25,000.00 Rp. 375,000.00 0.800 Kg Paku Kayu Rp. 30,000.00 Rp. 24,000.00 Tenaga Page 18 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 4.500 oh Pekerja Rp. 60,000.00 Rp. 270,000.00 13.500 oh Tukang kayu Rp. 75,000.00 Rp. 1,012,500.00 1.500 oh Kep. Tukang Rp. 85,000.00 Rp. 127,500.00 0.225 oh Mandor Rp. 90,000.00 Rp. 20,250.00 105 1 M3 RANGKA GORDING KAYU BESI DIEKSPOSE Rp. 5,043,813.91 Bahan 1.200 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 3,840,000.00 0.600 Kg Paku Kayu Rp. 30,000.00 Rp. 18,000.00 Tenaga 3.500 oh Pekerja Rp. 60,000.00 Rp. 210,000.00 11.500 oh Tukang Rp. 75,000.00 Rp. 862,500.00 1.150 oh Kep. Tukang Rp. 85,000.00 Rp. 97,750.00 0.173 oh Mandor Rp. 90,000.00 Rp. 15,563.91 106 1 M2 PINTU PANIL PAPAN KAYU Rp. 401,250.00 Bahan 0.040 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 128,000.00 Tenaga 1.000 oh Pekerja Rp. 60,000.00 Rp. 60,000.00 2.500 oh Tukang Rp. 75,000.00 Rp. 187,500.00 0.250 oh Kep. Tukang Rp. 85,000.00 Rp. 21,250.00 0.050 oh Mandor Rp. 90,000.00 Rp. 4,500.00 111 1 M2 DINDING PAPAN KAYU BESI Rp. 388,740.00 Bahan 0.040 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 128,000.00 0.600 Kg Paku Kayu Rp. 30,000.00 Rp. 18,000.00 Tenaga 1.200 oh Pekerja Rp. 60,000.00 Rp. 72,000.00 1.950 oh Tukang Rp. 75,000.00 Rp. 146,250.00 0.214 oh Kep. Tukang Rp. 85,000.00 Rp. 18,190.00 0.070 oh Mandor Rp. 90,000.00 Rp. 6,300.00 107 1 M2 PINTU/JENDELA KACA PAPAN KAYU BESI Rp. 672,500.00 Bahan 0.035 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 112,000.00 1.100 m2 Kaca polos 5 mm Rp. 310,000.00 Rp. 341,000.00 0.030 Kg Paku Rp. 30,000.00 Rp. 900.00 Tenaga 0.800 oh Pekerja Rp. 60,000.00 Rp. 48,000.00 2.000 oh Tukang Rp. 75,000.00 Rp. 150,000.00 0.200 oh Kep. Tukang Rp. 85,000.00 Rp. 17,000.00 0.040 oh Mandor Rp. 90,000.00 Rp. 3,600.00 108 1 M2 PINTU PANIL PAPAN KAYU LAPIS SENG Rp. 399,750.00 Bahan 0.040 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 128,000.00 0.500 Lbr Seng Aluminium Rp. 130,000.00 Rp. 65,000.00 0.030 Kg Paku seng Rp. 35,000.00 Rp. 1,050.00 Tenaga 0.600 oh Pekerja Rp. 60,000.00 Rp. 36,000.00 2.000 oh Tukang Rp. 75,000.00 Rp. 150,000.00 0.200 oh Kep. Tukang Rp. 85,000.00 Rp. 17,000.00 0.030 oh Mandor Rp. 90,000.00 Rp. 2,700.00 109 1 M2 PINTU TEAKWOOD LAPIS SENG ALUMINIUM Rp. 488,470.00 Bahan 1.000 Lbr Teakwood 4 mm ( 4 " x 8 " ) Rp. 145,000.00 Rp. 145,000.00 0.500 Lbr Seng Aluminium ( 4 " x 8 " ) Rp. 130,000.00 Rp. 65,000.00 0.020 m3 Rangka papan kayu Besi Rp. 3,200,000.00 Rp. 62,720.00 0.030 Kg Paku Rp. 35,000.00 Rp. 1,050.00 0.300 Ltr Lem kayu Rp. 30,000.00 Rp. 9,000.00 Tenaga 0.600 oh Pekerja Rp. 60,000.00 Rp. 36,000.00 2.000 oh Tukang Rp. 75,000.00 Rp. 150,000.00 0.200 oh Kep. Tukang Rp. 85,000.00 Rp. 17,000.00 0.030 oh Mandor Rp. 90,000.00 Rp. 2,700.00 110 1 M2 PINTU DOUBLE TEAKWOOD Rp. 457,220.00 Bahan 1.000 Lbr Teakwood 4 mm Rp. 145,000.00 Rp. 145,000.00 0.020 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 62,720.00 0.300 Kg Paku Rp. 35,000.00 Rp. 10,500.00 0.300 Ltr Lem kayu Rp. 30,000.00 Rp. 9,000.00 Tenaga 0.600 oh Pekerja Rp. 60,000.00 Rp. 36,000.00 2.000 oh Tukang Rp. 75,000.00 Rp. 150,000.00 0.200 oh Kep. Tukang Rp. 85,000.00 Rp. 17,000.00 0.300 oh Mandor Rp. 90,000.00 Rp. 27,000.00 111 1 M2 PINTU KLAMP KAYU BESI Rp. 227,245.00 Bahan Page 19 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.036 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 115,200.00 0.050 Kg Paku biasa Rp. 35,000.00 Rp. 1,750.00 Tenaga 0.350 oh Pekerja Rp. 60,000.00 Rp. 21,000.00 1.050 oh Tukang Rp. 75,000.00 Rp. 78,750.00 0.105 oh Kep. Tukang Rp. 85,000.00 Rp. 8,925.00 0.018 oh Mandor Rp. 90,000.00 Rp. 1,620.00 112 1 M2 JENDELA PANIL KAYU BESI Rp. 411,750.00 Bahan 0.040 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 128,000.00 0.300 Kg Paku Campuran Rp. 35,000.00 Rp. 10,500.00 Tenaga 1.000 oh Pekerja Rp. 60,000.00 Rp. 60,000.00 2.500 oh Tukang Rp. 75,000.00 Rp. 187,500.00 0.250 oh Kep. Tukang Rp. 85,000.00 Rp. 21,250.00 0.050 oh Mandor Rp. 90,000.00 Rp. 4,500.00 113 1 M2 PASANG KACA, TEBAL 5 MM Rp. 402,350.00 Bahan 1.100 m2 Kaca bening 5 mm Rp. 310,000.00 Rp. 341,000.00 4.000 m' List Kaca Rp. 3,500.00 Rp. 14,000.00 0.030 kg Paku Campur Rp. 35,000.00 Rp. 1,050.00 Tenaga 0.200 oh Pekerja Rp. 60,000.00 Rp. 12,000.00 0.400 oh Tukang Rp. 75,000.00 Rp. 30,000.00 0.040 oh Kep. Tukang Rp. 85,000.00 Rp. 3,400.00 0.010 oh Mandor Rp. 90,000.00 Rp. 900.00 114 1 M2 PEKERJAAN VENTILASI KACA MATI Rp. 369,542.50 Bahan 1.100 m2 Kaca bening 5 mm Rp. 310,000.00 Rp. 341,000.00 4.000 m' List Kaca Rp. 3,500.00 Rp. 14,000.00 0.030 Kg Paku Lis Rp. 35,000.00 Rp. 1,050.00 Tenaga 0.015 oh Pekerja Rp. 60,000.00 Rp. 900.00 0.150 oh Tukang Rp. 75,000.00 Rp. 11,250.00 0.015 oh Kep. Tukang Rp. 85,000.00 Rp. 1,275.00 0.001 oh Mandor Rp. 90,000.00 Rp. 67.50 115 1 M2 PASANG JALUSI MATI KUSEN KAYU Rp. 395,750.00 Bahan 0.060 M3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 192,000.00 0.150 m3 Paku Kayu 1/2 - 1" Rp. 30,000.00 Rp. 4,500.00 Tenaga 0.500 oh Pekerja Rp. 60,000.00 Rp. 30,000.00 2.000 oh Tukang kayu Rp. 75,000.00 Rp. 150,000.00 0.200 oh Kep. Tukang Rp. 85,000.00 Rp. 17,000.00 0.025 oh Mandor Rp. 90,000.00 Rp. 2,250.00 116 1 M2 PASANG PINTU BESI BAJA Rp. 1,476,155.00 Bahan 1.000 M2 Pintu besi baja Rp. 1,100,000.00 Rp. 1,100,000.00 4.000 M' Besi siku 50x50x5 Rp. 45,000.00 Rp. 180,000.00 20.000 Btg Kawat las RD 42 Rp. 5,000.00 Rp. 100,000.00 Tenaga 0.650 oh Pekerja Rp. 60,000.00 Rp. 39,000.00 0.650 oh Tukang besi Rp. 75,000.00 Rp. 48,750.00 0.065 oh Kep. Tukang Rp. 85,000.00 Rp. 5,525.00 0.032 oh Mandor Rp. 90,000.00 Rp. 2,880.00 117 1 M2 MENCUCI BID.PERMUKAAN TEMBOK YG PERNAH DICAT Rp. 9,975.00 Bahan 0.050 Kg Sabun Rp 15,000.00 Rp 750.00 Tenaga 0.150 oh Pekerja Rp 60,000.00 Rp 9,000.00 0.003 oh Mandor Rp 90,000.00 Rp 225.00 118 1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DGN CARA MANUAL Rp. 9,975.00 Bahan 0.050 Kg Sabun Rp 15,000.00 Rp 750.00 Tenaga 0.150 oh Pekerja Rp 60,000.00 Rp 9,000.00 0.003 oh Mandor Rp 90,000.00 Rp 225.00 119 1 M2 MENYABUN PERMUKAAN TEMBOK LAMA Rp. 9,975.00 Page 20 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH Bahan 0.050 Kg Sabun Rp 15,000.00 Rp 750.00 Tenaga 0.150 oh Pekerja Rp 60,000.00 Rp 9,000.00 0.003 oh Mandor Rp 90,000.00 Rp 225.00 120 1 M2 MENGEROK KARAT/CAT LAMA PERMUK. BAJA DGN PANCAR PASIR Rp. 1,029,000.00 Bahan 40.000 Kg Pasir silika Rp 2,000.00 Rp 80,000.00 10.000 Ltr BBM Rp 12,000.00 Rp 120,000.00 Tenaga 1.600 oh Pekerja Rp 60,000.00 Rp 96,000.00 1.600 oh Tukang Cat Rp 75,000.00 Rp 120,000.00 0.800 oh Kepala Tukang Rp 85,000.00 Rp 68,000.00 0.500 oh Mandor Rp 90,000.00 Rp 45,000.00 Peralatan 1.000 sw/ Kompressor,blasting pot,selang, Rp 500,000.00 Rp 500,000.00 Hr dan nozzle 121 1 M2 PEK.CAT DASAR / MENI 1 X Rp. 17,707.00 10 M2 Cat Dasar / Meni 1 X Rp 177,070.00 Bahan 1.200 Kg Cat Meni Rp 35,000.00 Rp 42,000.00 0.200 ltr Minyak Cat Rp 25,000.00 Rp 5,000.00 0.200 bh kuas Rp 17,000.00 Rp 3,400.00 Tenaga 0.670 Pekerja Rp 60,000.00 Rp 40,200.00 1.000 Tukang Cat Rp 75,000.00 Rp 75,000.00 0.100 Kepala Tukang Rp 85,000.00 Rp 8,500.00 0.033 Mandor Rp 90,000.00 Rp 2,970.00 122 1 M2 MENDEMPUL DAN MENGGOSOK KAYU Rp. 12,970.00 Bahan 0.080 Kg Dempul Jadi Rp. 24,000.00 Rp. 1,920.00 0.200 Kg Minyak Cat Rp. 25,000.00 Rp. 5,000.00 0.010 Kg Batu Apung Rp. 8,500.00 Rp. 85.00 Tenaga 0.040 oh Pekerja Rp. 60,000.00 Rp. 2,400.00 0.040 oh Tukung cat Rp. 75,000.00 Rp. 3,000.00 0.004 oh Kepala Tukang Rp. 85,000.00 Rp. 340.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 123 1 M2 PENGECATAN BIDANG KAYU LAMA Rp. 36,387.50 Bahan 0.150 Kg Plamir kayu ( Dempul ) Rp. 24,000.00 Rp. 3,600.00 0.170 Kg Cat Dasar Mowilex Rp. 65,000.00 Rp. 11,050.00 0.170 Kg Cat penutup 2 x Mowilex Rp. 65,000.00 Rp. 11,050.00 Tenaga 0.070 oh Pekerja Rp. 60,000.00 Rp. 4,200.00 0.075 oh Tukung cat Rp. 75,000.00 Rp. 5,625.00 0.008 oh Kepala Tukang Rp. 85,000.00 Rp. 637.50 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 124 1 M2 PENGECATAN BIDANG KAYU BARU Rp. 44,160.00 (1 lapis plamir, 1 lapis cat dasar, 2 lp cat penutup) Bahan 0.200 Kg Cat Meni Rp. 35,000.00 Rp. 7,000.00 0.150 Kg Plamir Rp. 24,000.00 Rp. 3,600.00 0.170 Kg Cat Dasar Mowilex Rp. 65,000.00 Rp. 11,050.00 0.260 Kg Cat penutup 2 x Mowilex Rp. 65,000.00 Rp. 16,900.00 Tenaga 0.070 oh Pekerja Rp. 60,000.00 Rp. 4,200.00 0.009 oh Tukung cat Rp. 75,000.00 Rp. 675.00 0.006 oh Kepala Tukang Rp. 85,000.00 Rp. 510.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 125 1 M2 PENGECATAN BIDANG KAYU BARU Rp. 57,040.00 (1 lapis plamir, 1 lapis cat dasar, 3 lp cat penutup) Bahan 0.200 Kg Cat Meni Rp. 35,000.00 Rp. 7,000.00 0.150 Kg Plamir/dempul jadi Rp. 24,000.00 Rp. 3,600.00 0.170 Kg Cat Dasar Mowilex Rp. 65,000.00 Rp. 11,050.00 0.350 Kg Cat penutup 3 x Mowilex Rp. 65,000.00 Rp. 22,750.00 Tenaga 0.070 oh Pekerja Rp. 60,000.00 Rp. 4,200.00 0.105 oh Tukung cat Rp. 75,000.00 Rp. 7,875.00 0.004 oh Kepala Tukang Rp. 85,000.00 Rp. 340.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 126 1 M2 PENGECATAN BIDANG KAYU DENGAN TEAK OIL Rp. 32,505.00 Bahan Page 21 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.360 Kg Teak Oil Rp. 55,000.00 Rp. 19,800.00 Tenaga 0.040 oh Pekerja Rp. 60,000.00 Rp. 2,400.00 0.063 oh Tukung cat Rp. 75,000.00 Rp. 4,725.00 0.063 oh Kepala Tukang Rp. 85,000.00 Rp. 5,355.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 127 1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR Rp. 46,812.91 Bahan 0.150 Kg Politur Rp. 55,000.00 Rp. 8,250.00 0.372 Kg Politur jadi Rp. 55,000.00 Rp. 20,460.00 2.000 Lbr Kertas Ampelas Rp. 6,000.00 Rp. 12,000.00 Tenaga 0.060 oh Tukung Cat Rp. 75,000.00 Rp. 4,500.00 0.016 oh Kepala Tukang Rp. 85,000.00 Rp. 1,378.38 0.002 oh Mandor Rp. 90,000.00 Rp. 224.53 128 1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER Rp. 17,040.00 Bahan 0.350 Kg Residu atau Ter Rp. 30,000.00 Rp. 10,500.00 Tenaga 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.006 oh Mandor Rp. 90,000.00 Rp. 540.00 129 1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS Rp. 31,905.00 Bahan 0.150 ltr Vernis Rp. 45,000.00 Rp. 6,750.00 0.050 Kg Dempul Rp. 24,000.00 Rp. 1,200.00 0.100 Lbr Ampelas Rp. 6,000.00 Rp. 600.00 0.010 Kg Kuas Rp. 17,000.00 Rp. 170.00 Tenaga 0.160 oh Pekerja Rp. 60,000.00 Rp. 9,600.00 0.160 oh Tukung cat Rp. 75,000.00 Rp. 12,000.00 0.016 oh Kepala Tukang Rp. 85,000.00 Rp. 1,360.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 130 1 M2 ACIAN TEMBOK Rp. 25,275.00 Bahan 1.250 Kg Semen Rp. 3,600.00 Rp. 4,500.00 Upah 0.075 h.o Pekerja Rp. 60,000.00 Rp. 4,500.00 0.120 h.o Tukang Cat Rp. 75,000.00 Rp. 9,000.00 0.075 h.o Kepala Tukang Rp. 85,000.00 Rp. 6,375.00 0.010 h.o Mandor Rp. 90,000.00 Rp. 900.00 131 1 M2 PENGECATAN BIDANG TEMBOK BARU BAGIAN LUAR Rp. 22,787.30 (1 lapis cat dasar, 2 lapis cat penutup) Bahan 0.100 Kg Cat Dasar Vinilex Rp. 40,000.00 Rp. 4,000.00 0.260 Kg Cat penutup 2 x Vinilex Rp. 40,000.00 Rp. 10,400.00 0.100 Kg Plamir Rp. 17,000.00 Rp. 1,700.00 Upah 0.020 oh Pekerja Rp. 60,000.00 Rp. 1,200.00 0.063 oh Tukung cat Rp. 75,000.00 Rp. 4,725.00 0.006 oh Kepala Tukang Rp. 85,000.00 Rp. 535.50 0.003 oh Mandor Rp. 90,000.00 Rp. 226.80 132 1 M2 PENGECATAN BIDANG TEMBOK BARU BAGIAN DALAM Rp. 22,787.30 (1 lapis plamir, 1 lapis cat dasar, 2 lp cat penutup) Bahan 0.100 Kg Cat Dasar Vinilex Rp. 40,000.00 Rp. 4,000.00 0.260 Kg Cat penutup 2 x Vinilex Rp. 40,000.00 Rp. 10,400.00 0.100 Kg Plamir Rp. 17,000.00 Rp. 1,700.00 Upah 0.020 oh Pekerja Rp. 60,000.00 Rp. 1,200.00 0.063 oh Tukung cat Rp. 75,000.00 Rp. 4,725.00 0.006 oh Kepala Tukang Rp. 85,000.00 Rp. 535.50 0.003 oh Mandor Rp. 90,000.00 Rp. 226.80 133 1 M2 PENGECATAN PLAFOND BARU ( 1 LAPIS CAT DASAR, 2 LAPIS Rp. 33,087.30 CAT PENUTUP ) Bahan 0.100 Kg Cat Dasar Vinilex Rp. 40,000.00 Rp. 4,000.00 0.260 Kg Cat Penutup 2 x Vinilex Rp. 40,000.00 Rp. 10,400.00 2.000 Lbr Amplas Rp. 6,000.00 Rp. 12,000.00 Upah 0.020 h.o Pekerja Rp. 60,000.00 Rp. 1,200.00 0.063 h.o Tukang Cat Rp. 75,000.00 Rp. 4,725.00 0.006 h.o Kepala Tukang Rp. 85,000.00 Rp. 535.50 0.003 h.o Mandor Rp. 90,000.00 Rp. 226.80 Page 22 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 134 1 M2 PENGECATAN BIDANG TEMBOK LAMA DALAM Rp. 17,412.00 (1 lapis cat dasar, 2 lp cat penutup) Bahan 0.120 Kg Cat Dasar Mowilex Rp. 40,000.00 Rp. 4,800.00 0.180 Kg Cat penutup 2 x Mowilex Rp. 40,000.00 Rp. 7,200.00 Tenaga 0.028 oh Pekerja Rp. 60,000.00 Rp. 1,680.00 0.042 oh Tukung cat Rp. 75,000.00 Rp. 3,150.00 0.004 oh Kepala Tukang Rp. 85,000.00 Rp. 357.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 135 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI Rp. 22,470.00 Bahan 0.100 Kg Meni Besi Rp. 35,000.00 Rp. 3,500.00 0.010 Kg Kuas Rp. 17,000.00 Rp. 170.00 Tenaga 0.020 oh Pekerja Rp. 60,000.00 Rp. 1,200.00 0.200 oh Tukung cat Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kepala Tukang Rp. 85,000.00 Rp. 1,700.00 0.010 oh Mandor Rp. 90,000.00 Rp. 900.00 136 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG Rp. 26,090.00 Bahan 0.300 Kg Cat besi Mowilex Rp. 65,000.00 Rp. 19,500.00 0.010 Kg Kuas Rp. 17,000.00 Rp. 170.00 Tenaga 0.006 oh Pekerja Rp. 60,000.00 Rp. 360.00 0.060 oh Tukung cat Rp. 75,000.00 Rp. 4,500.00 0.012 oh Kepala Tukang Rp. 85,000.00 Rp. 1,020.00 0.006 oh Mandor Rp. 90,000.00 Rp. 540.00 137 1 Bh KUNCI TANAM KM Rp. 163,450.00 Bahan 1.000 Bh Kunci Tanam Kamar Mandi Rp. 125,000.00 Rp. 125,000.00 Tenaga 0.005 oh Pekerja Rp. 60,000.00 Rp. 300.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.005 oh Kepala Tukang Rp. 85,000.00 Rp. 425.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 138 1 Bh KUNCI TANAM ANTIK Rp. 253,970.00 Bahan 1.000 Bh Kunci Tanam Antik Rp. 200,000.00 Rp. 200,000.00 Tenaga 0.060 oh Pekerja Rp. 60,000.00 Rp. 3,600.00 0.600 oh Tukang Kayu Rp. 75,000.00 Rp. 45,000.00 0.060 oh Kepala Tukang Rp. 85,000.00 Rp. 5,100.00 0.003 oh Mandor Rp. 90,000.00 Rp. 270.00 139 1 Bh KUNCI TANAM BIASA Rp. 164,400.00 Bahan 1.000 Bh Kunci Tanam Yale Kecil Rp. 125,000.00 Rp. 125,000.00 Tenaga 0.010 oh Pekerja Rp. 60,000.00 Rp. 600.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 140 1 Bh KUNCI TANAM YALE BESAR 2 SLAAG Rp. 259,400.00 Bahan 1.000 Bh Kunci Tanam Yale 2 Slaag Rp. 220,000.00 Rp. 220,000.00 Tenaga 0.010 oh Pekerja Rp. 60,000.00 Rp. 600.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 141 1 Bh KUNCI SELINDER Rp. 133,450.00 Bahan 1.000 Bh Kunci Silinder Rp. 95,000.00 Rp. 95,000.00 Tenaga 0.005 oh Pekerja Rp. 60,000.00 Rp. 300.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.005 oh Kepala Tukang Rp. 85,000.00 Rp. 425.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 142 1 BH ENGSEL NYLON KUNINGAN PINTU Rp. 53,492.50 Bahan 1.000 Bh Engsel Pintu Rp. 40,000.00 Rp. 40,000.00 Tenaga 0.015 oh Pekerja Rp. 60,000.00 Rp. 900.00 0.150 oh Tukang Kayu Rp. 75,000.00 Rp. 11,250.00 0.015 oh Kepala Tukang Rp. 85,000.00 Rp. 1,275.00 Page 23 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.001 oh Mandor Rp. 90,000.00 Rp. 67.50 143 1 Bh ENGSEL NYLON KUNINGAN JENDELA Rp. 38,995.00 Bahan 1.000 psg Engsel Jendela Rp. 30,000.00 Rp. 30,000.00 Tenaga 0.010 oh Pekerja Rp. 60,000.00 Rp. 600.00 0.100 oh Tukang Kayu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.001 oh Mandor Rp. 90,000.00 Rp. 45.00 144 1 Bh ENGSEL ANGIN Rp. 43,800.00 Bahan 1.000 psg Engsel Angin Rp. 25,000.00 Rp. 25,000.00 Tenaga 0.020 oh Pekerja Rp. 60,000.00 Rp. 1,200.00 0.200 oh Tukang Kayu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kepala Tukang Rp. 85,000.00 Rp. 1,700.00 0.010 oh Mandor Rp. 90,000.00 Rp. 900.00 145 1 Bh PASANG KAIT ANGIN Rp. 36,492.50 Bahan 1.000 Bh Kait Angin Rp. 23,000.00 Rp. 23,000.00 Tenaga 0.015 oh Pekerja Rp. 60,000.00 Rp. 900.00 0.150 oh Tukang Kayu Rp. 75,000.00 Rp. 11,250.00 0.015 oh Kepala Tukang Rp. 85,000.00 Rp. 1,275.00 0.001 oh Mandor Rp. 90,000.00 Rp. 67.50 146 1 Bh PASANG DOOR CLOSER Rp. 63,975.00 Bahan 1.000 Bh Door Closer Rp. 19,000.00 Rp. 19,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 147 1 Bh PASANG GRENDEL JENDELA Rp. 33,995.00 Bahan 1.000 Bh Grendel besar Rp. 25,000.00 Rp. 25,000.00 Tenaga 0.010 oh Pekerja Rp. 60,000.00 Rp. 600.00 0.100 oh Tukang Kayu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.001 oh Mandor Rp. 90,000.00 Rp. 45.00 148 1 BH PASANG PEGANGAN PINTU/DOOR HOLDER Rp. 144,975.00 Bahan 1.000 Bh Door Holder Rp. 100,000.00 Rp. 100,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 149 1 BH PASANG DOOR CLOSER Rp. 63,975.00 Bahan 1.000 Bh Door Closer Rp. 19,000.00 Rp. 19,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 150 1 BH PASANG DOOR STOP Rp. 34,395.00 Bahan 1.000 Bh Door Stop Rp. 20,000.00 Rp. 20,000.00 Tenaga 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.100 oh Tukang Kayu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 Page 24 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.001 oh Mandor Rp. 90,000.00 Rp. 45.00 151 1 BH PASANG GRENDEL PINTU TANAM Rp. 119,975.00 Bahan 1.000 Bh Grendel pintu Rp. 75,000.00 Rp. 75,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 152 1 BUAH BAK CUCI PIRING STANLESS STEEL Rp. 1,009,475.00 Bahan 1.000 Bh Bak Cuci Stainless Steel Rp. 650,000.00 Rp. 650,000.00 1.000 Set Water Drain + Asesories Rp. 175,000.00 Rp. 175,000.00 20.000 Kg Semen Portland Rp. 3,600.00 Rp. 72,000.00 0.050 M3 Pasir Pasang Rp. 1,350,000.00 Rp. 67,500.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 153 1 BUAH KRAN DIAMETER 3/4" ATAU 1/2" Rp. 194,525.00 Bahan 1.000 Bh Kran Air Rp. 185,000.00 Rp. 185,000.00 0.025 Kg Seal Tape Rp. 5,000.00 Rp. 125.00 Tenaga 0.010 oh Pekerja Rp. 60,000.00 Rp. 600.00 0.100 oh Tukang Batu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 154 I M' PASANG TERALI BESI / GRILL Rp. 200,229.60 Bahan/M2 500,574.00 11.500 M' Besi Strip 2 x 3 Rp. 25,000.00 Rp. 287,500.00 10.000 Btg Kawat las Rp. 5,000.00 Rp. 50,000.00 Tenaga/M2 1.200 oh Pekerja Rp. 60,000.00 Rp. 72,000.00 1.200 oh Tukang Las Rp. 75,000.00 Rp. 90,000.00 0.012 oh Kepala Tukang Las Rp. 85,000.00 Rp. 1,020.00 0.0006 oh Mandor Rp. 90,000.00 Rp. 54.00 155 1 M 2 PASANG DINDING GLASSBLOCK 20 X 20 CM, Rp. 927,900.00 Bahan 25 Bh Glassblock 20x20 Rp. 30,000.00 Rp. 750,000.00 9.3 Kg Semen Abu-Abu Rp. 9,000.00 Rp. 83,700.00 0.018 M3 Pasir Pasang Rp. 1,350,000.00 Rp. 24,300.00 1.5 Kg Semen Warna Rp. 9,000.00 Rp. 13,500.00 Upah 0.6 oh Pekerja Rp. 40000 Rp. 24,000.00 0.45 oh Tukang Batu Rp. 60000 Rp. 27,000.00 0.045 oh Kepala Tukang Rp. 70000 Rp. 3,150.00 0.03 oh Mandor Rp. 75000 Rp. 2,250.00 156 1 M2 PASANG KERAMIK TEKSTUR 40 x 40 CM Rp 337,661.93 Bahan 1.000 M2 Keramik 40 x 40 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.772 oh Pekerja Rp 60,000.00 Rp 46,320.00 0.550 oh Tukang Batu Rp 75,000.00 Rp 41,250.00 0.055 oh Kepala Tukang Rp 85,000.00 Rp 4,675.00 0.047 oh Mandor Rp 90,000.00 Rp 4,248.93 157 1 M2 PASANG LANTAI PAVING Rp. 417,950.00 Bahan 36.000 Bh. Paving Blok Tebal 8 Cm Rp. 6,000.00 Rp. 216,000.00 0.110 m3 Pasir Urug Rp. 1,350,000.00 Rp. 148,500.00 Tenaga 0.500 oh Pekerja Rp. 60,000.00 Rp. 30,000.00 0.250 oh Tukang Batu Rp. 75,000.00 Rp. 18,750.00 0.050 oh Kep. Tukang Rp. 85,000.00 Rp. 4,250.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 158 PEMASANGAN LAMPU SL 24 WATT Rp. 156,750.00 Page 25 of 26 Analisa Harga Satuan
1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH Bahan 1.000 Bh Lampu SL 24 Watt Philips Rp. 135,000.00 Rp. 135,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.250 oh Tukang Listrik Rp. 75,000.00 Rp. 18,750.00 159 PEMASANGAN LAMPU SL 9 WATT Rp. 121,750.00 Bahan 1.000 Bh Lampu SL 40 Watt Philips Rp. 100,000.00 Rp. 100,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.250 oh Tukang Listrik Rp. 75,000.00 Rp. 18,750.00 160 1 BH STOP KONTAK 2 FASE Rp. 68,750.00 Bahan 1.000 Bh Stop Kontak 2 fase ex Nasional Rp. 50,000.00 Rp. 50,000.00 Tenaga 0.250 oh Tukang Listrik Rp. 75,000.00 Rp. 18,750.00 161 1 BH SAKLAR DOUBLE Rp. 73,750.00 Bahan 1.000 Bh Saklar Double Nasional Rp. 55,000.00 Rp. 55,000.00 Tenaga 0.250 oh Tukang Listrik Rp. 75,000.00 Rp. 18,750.00 162 1 BH SAKLAR TUNGGAL Rp. 68,750.00 Bahan 1.000 Bh Saklar Tunggal Nasional Rp. 50,000.00 Rp. 50,000.00 Tenaga 0.250 oh Tukang Listrik Rp. 75,000.00 Rp. 18,750.00 Page 26 of 26 Analisa Harga Satuan

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  • 29. RENCANA ANGGARAN BIAYA (RAB) PROGRAM : PENINGKATAN SARANA DAN PRASARANA APARATUR KEGIATAN : PEMBANGUNAN RUMAH DINAS PEKERJAAN : PEMBANGUNAN RUMAH/KOPEL PARAMEDIS TYPE 96 M2 LOKASI : KAMPUNG WAHO - DISTRIK KAMBRAUW TAHUN : 2017 NO JENIS PEKERJAAN SAT VOLUME HARGA SAT. JML HARGA ( Rp. ) ( Rp. ) 1 2 3 4 5 6 I PEKERJAAN PERSIAPAN 1 Mobilisasi dan Demobilisasi Ls 1.00 5,000,000.00 5,000,000.00 2 Pembersihan Lokasi dan Pematangan Lahan Ls 1.00 1,500,000.00 1,500,000.00 3 Pengukuran & Pasang Bowplank Ls 1.00 2,500,000.00 2,500,000.00 4 Bangsal Kerja Dan Gudang Bahan m2 24.00 450,000.00 10,800,000.00 5 Air Kerja Drum 15.00 150,000.00 2,250,000.00 6 Papan Proyek Bh 1.00 250,000.00 250,000.00 Sub Total I 22,300,000.00 II PEKERJAAN TANAH DAN PASIR 1 Pek. Galian Tanah Pondasi Badan Bangunan m3 61.97 27,600.00 1,710,372.00 2 Pek. Timbun Kembali Hasil Galian m3 20.65 13,230.00 273,199.50 3 Pek. Urugan Peninggian lantai Bangunan dan Rabat m3 12.45 329,250.00 4,099,162.50 4 Pek. Urug Pasir Alas Bawah Pondasi/Lantai m3 3.62 1,654,500.00 5,989,290.00 Sub Total II 12,072,024.00 III PEKERJAAN PONDASI DAN BATU KOSONG 5 Pek. Batu Kosong di Bawah Pondasi m3 17.15 1,987,875.00 34,092,056.25 6 Pek. Pondasi Batu Belah Badan Rumah dan Teras 1 : 4 m3 33.76 2,810,650.00 94,887,544.00 Sub Total III 128,979,600.25 IV PEKERJAAN BETON 1 Pek. Sloof Beton 15/20 K- 225 m3 3.21 7,131,585.00 22,892,387.85 Sub Total IV 22,892,387.85 V PEKERJAAN TEMBOK DAN LANTAI 1 Pek. Pas. Dinding Tembok Biasa 1 : 4 m2 195.85 255,628.59 50,064,858.65 2 Pek. Plesteran Tembok Biasa 1 : 4 m2 391.70 101,873.00 39,903,654.10 3 Pek. Cor Beton Tumbuk Ruangan + Teras 1 : 3 : 5 m3 4.11 2,744,875.00 11,281,436.25 4 Pek. Cor Beton Tumbuk Rabat Keliling 1 : 3 : 5 + Aci Kasar m3 2.19 2,744,875.00 6,011,276.25 5 Pek. Keramik Untuk Lantai dan Teras 40/40 m2 106.84 313,416.86 33,485,457.61 6 Pek. Dinding Keramik 20/25 Untuk KM/WC m2 16.20 277,555.00 4,496,391.00 7 Pek. Lantai Keramik 20/20 Untuk KM/WC m2 4.76 310,293.00 1,476,994.68 8 Pek. Pasangan Plin 10 x 40 m' 6.40 162,555.00 1,040,352.00 Sub Total V 147,760,420.54 VI PEKERJAAN KOSEN DAN KAYU HALUS 1 Pek. Kolom Kayu Besi 10/10 m3 1.10 5043813.91 5,548,195.30 2 Pek. Ring Balk Kayu Besi 10/10 m3 0.95 5043813.91 4,791,623.21 3 Pek. Kosen Pintu Dan Jendela 5/10 m2 0.93 5,747,000.00 5,344,710.00 4 Pek. Pintu Papan panil Klas I m2 16.15 401,250.00 6,480,187.50 5 Pas. Pintu KM/WC Panil Kayu Besi Lapis Alumunium m2 1.96 399,750.00 783,510.00 6 Pas. Jendela Bingkai Kaca Kayu Besi m2 12.60 672,500.00 8,473,500.00 7 Pas. Kaca Untuk Jendela Tebal 5 mm m2 8.80 402,350.00 3,540,680.00 8 Pas. Jalusi Mati Ventilasi Kayu Besi m2 14.40 395,750.00 5,698,800.00 Sub Total VI 40,661,206.02 VII PEKERJAAN KUDA - KUDA DAN ATAP 1 Pek. Kuda - Kuda Kayu Besi 5/10 m3 1.42 5,179,000.00 7,354,180.00 2 Pekerjaan Gording Matoa 5/10 m3 1.47 3,356,500.00 4,934,055.00 3 Pek. Pas. Atap Seng Gelombang BJLS - 30 m2 188.78 83,450.00 15,753,691.00 4 Pek. Nok Atap Seng Plat BJLS - 30 m' 37.67 33,370.00 1,257,047.90 5 Pek. Talang Air Hujan Seng Plat BJLS - 30 m' 17.16 65,465.00 1,123,379.40 6 Pek. Listplank Papan Kayu Besi 2,5/30 m' 46.27 48,170.00 2,228,825.90 7 Alat Bantu Angker ls 1.00 1,500,000.00 1,500,000.00 Sub Total VII 34,151,179.20 VIII PEKERJAAN PLAFOND DAN RANGKA 1 Pek. Plafond Plywood t = 4 mm + Rangka m2 130.62 150,715.00 19,686,393.30 2 Pek. List Profil Antar Tembok Dan Listplank m' 167.33 14,300.00 2,392,819.00 3 Alat Bantu dan Perancah Ls 1.00 1,500,000.00 1,500,000.00 Sub Total VIII 23,579,212.30 IX PEKERJAAN KUNCI DAN PENGGANTUNG 1 Pas. Kunci 2 Slaag bh 10.00 259,400.00 2,594,000.00 2 Pas. Engsel Pintu bh 30.00 53,492.50 1,604,775.00 3 Pas. Engsel Jendela bh 38.67 38,995.00 1,507,936.65 4 Pas. Grendel Jendela bh 19.30 33,995.00 656,103.50 5 Pas. Hak Angin bh 38.67 36,492.50 1,411,164.98 6 Pas. Terali / Grill m2 19.33 200,229.60 3,870,438.17 Sub Total IX 7,773,980.13
  • 30. NO JENIS PEKERJAAN SAT VOLUME HARGA SAT. JML HARGA ( Rp. ) ( Rp. ) 1 2 3 4 5 6 X PEKERJAAN SANITASI 1 Pas. Closet Jongkok Porselen bh 2.00 917,500.00 1,835,000.00 2 Pas. Wastafel bh 2.00 2,070,000.00 4,140,000.00 3 Pas. Baik Air dari Viberglass Lapis Keramik bh 2.00 1,018,750.00 2,037,500.00 4 Pas. Floor Drain bh 2.00 159,400.00 318,800.00 5 Pas. Kran Air 1/2" bh 2.00 194,525.00 389,050.00 6 Pek. Septictank + rembesan bh 2.00 11,192,958.00 22,385,916.00 7 Pas. Pipa Air Bersih dan Alat Sambung 3/4" m' 20.00 17,862.00 357,240.00 8 Pas. Pipa Air Kotor Padat dan Alat Sambung 4" m' 6.67 109,739.50 731,962.47 9 Pas. Pipa Air Kotor Cair dan Alat Sambung 3" m' 6.67 69,739.50 465,162.47 Sub Total X 32,660,630.93 XI PEKERJAAN INSTALASI LISTRIK 1 Pas. Lampu SL 18 Watt bh 21.33 121,750.00 2,596,927.50 2 Pas. Saklar Tunggal bh 8.00 68,750.00 550,000.00 3 Pas. Saklar Ganda bh 6.00 73,750.00 442,500.00 4 Pas. Stop Kontak bh 8.00 68,750.00 550,000.00 5 Pas. Skring Box 1 Group bh 2.00 400,000.00 800,000.00 Sub Total XI 4,939,427.50 XII PEKERJAAN CAT DAN FINISHING 1 Pek. Acian Dinding Tembok m2 375.10 25,275.00 9,480,652.50 2 Pek. Cat Dinding Tembok m2 375.10 22,787.30 8,547,516.23 3 Pek. Cat Plafond Plywood m2 130.62 33,087.30 4,321,863.13 5 Pek. Cat Meni Kayu m2 88.17 17,707.00 1,561,226.19 6 Pek. Cat Kayu Mengkilap m2 88.17 57,040.00 5,029,216.80 Sub Total XII 28,940,474.85 XIII PEKERJAAN AKHIR 1 Pembersihan Akhir Ls 1.00 2,500,000.00 2,500,000.00 2 Foto Dokumentasi Ls 1.00 500,000.00 500,000.00 Sub Total XIII 3,000,000.00
  • 31. DAFTAR SATUAN BAHAN DAN UPAH No DAFTAR UPAH SATUAN HARGA SATUAN URUT ( Rp ) 1 Pekerja Orang/Hari 60,000.00 2 Tukang Orang/Hari 75,000.00 3 Kepala Tukang Orang/Hari 85,000.00 4 Mandor Orang/Hari 90,000.00 No DAFTAR HARGA BAHAN SATUAN HARGA SATUAN URUT ( Rp ) 1 2 3 4 1 Atap Galvalume M2 145,000.00 2 Aluminium Foil M2 15,000.00 3 Batu Kali / Batu Gunung M3 1,250,000.00 4 Bataco/Batu Tela Bh 4,500.00 5 Batu Pecah / Split 1 - 2 cm M3 1,300,000.00 6 Batu kerikil pilihan ( Saring ) M3 1,300,000.00 7 Batu Kerikil Kali/Koral Beton M3 1,300,000.00 8 Batu Karawang Bh 4,500.00 9 Batu Apung Kg 8,500.00 10 Bak Air Fiber Glass Kap. 500 Ltr Bh 1,000,000.00 11 Bak Air Fiber Glass Kap. 1100 Ltr Bh 2,000,000.00 12 Box Skring Bh 50,000.00 13 Bak Cuci Stainless Steel Bh 650,000.00 14 Besi Beton Ulir Kg 21,500.00 15 Besi Beton polos Kg 19,300.00 16 Besi Siku 40 x 40 x 4 M' 35,000.00 17 Besi Siku 50 x 50 x 5 M' 45,000.00 18 Besi Strip 2 x 3 M' 25,000.00 19 Bensin Premium Ltr 12,000.00 20 Besi Puntir Dia 16mm M' 65,000.00 21 Cat Tembok Luar Vinilex Kg 40,000.00 22 Cat Tembok Dalam Vinilex Kg 40,000.00 23 Cat Dasar ( Precoat ) Kg 45,500.00 24 Cat Pernis/Politur Ltr 55,000.00 25 Cat Teak Oil Ltr 55,000.00 26 Cat Kilat Kayu/Cat Besi Mowilex Kg 65,000.00 27 Cat Dasar / cat meni Kg 35,000.00 28 Cat Residu Kg 30,000.00 29 Cat Alminium Kg 45,000.00 30 Closet Duduk KIA Bh 1,800,000.00 31 Closet Jongkok KIA Bh 550,000.00 32 Dempul Jadi Kg 24,000.00 33 Door Closer Bh 19,000.00 34 Door Holder / Pegangan pintu Bh 100,000.00 35 Door Stop Bh 20,000.00 36 Engsel H Jendela / Kuning bh 30,000.00 37 Engsel H Pintu / Kuning bh 40,000.00 38 Engsel Angin Bh 25,000.00 39 Engsel Ring Nilon Jendela Bh 10,000.00 40 Engsel Ring Nilon Pintu Bh 12,000.00 41 Floor Drain Kuningan Toto Bh 150,000.00 42 Gypsum Board ( 120 x 240 x 9 ) mm Lbr 125,000.00 43 Genteng Rainbow Lbr 28,000.00 44 Genteng Metal Multiroof Lbr 90,000.00 45 Genteng Metal Multiroof Lbr 125,000.00 46 Grendel Kecil Bh 15,000.00 47 Grendel Sedang Bh 18,000.00 48 Grendel Besar Bh 25,000.00 49 Grendel Pintu Tanam Bh 75,000.00 50 Gagang Kaca Nako Louvers 8 klip Set 160,000.00 51 Glassblock 20 x 20 bh 30,000.00 52 Hak Angin Biasa Psg 23,000.00 53 Hak Angin Lipat Psg 27,000.00 54 Ijuk Kg 20,000.00 55 Karet Pelapis atap M2 24,000.00 56 Kayu Besi Balok M3 3,200,000.00 57 Kayu Matoa M3 2,100,000.00 58 Kayu Besi Papan M3 3,200,000.00 59 Kayu untuk Bekesting/Terentang M3 1,500,000.00 60 Kayu untuk Steeger M3 1,500,000.00 61 Kayu Dolken bh 20,000.00 Page 1 of 3 Harga Upah dan Bahan
  • 32. No DAFTAR HARGA BAHAN SATUAN HARGA SATUAN URUT ( Rp ) 1 2 3 4 62 Kawat Ikat / bendrat Kg 30,000.00 63 Kawat Ram M2 25,000.00 64 Kawat Las Btg 5,000.00 65 Kaca Naco 5 mm Lbr 20,000.00 66 Kaca Bening 3 mm M2 230,000.00 67 Kaca Bening 5 mm M2 310,000.00 68 Kaca Buram 5 mm/Dark Blue M2 350,000.00 69 Kunci Kamar Mandi Bh 125,000.00 70 Kunci 2 Slag Tanam Bh 275,000.00 71 Kunci Yale Besar Bh 220,000.00 72 Kunci Yale Kecil Bh 125,000.00 73 Kunci Tanam Antik Bh 200,000.00 74 Kuinci Selinder Bh 95,000.00 75 Kunci Gembok Bh 30,000.00 76 Kuas Rool Bh 25,000.00 77 Kuas Biasa Bh 17,000.00 78 Kertas Amplas Lbr 6,000.00 79 Kabel NYA 2.5 x 2 mm M' 6,200.00 80 Kabel NYM 2 x 2.5 mm M' 6,200.00 81 Kabel NYM 3 x 2.5 mm M' 9,000.00 82 Kabel NYFGbY 43 x 25 mm M' 75,000.00 83 Kran Air Toto Bh 185,000.00 84 Kuas Bh 17,000.00 85 Kitchen Zink 1 Lubang Bh 650,000.00 86 List Profil Gypsum M 20,000.00 87 List profil kayu M 6,000.00 88 Lem Kayu Ltr 30,000.00 89 Les Kaca m' 3,500.00 90 Lem Pipa Bh 30,000.00 91 Lampu TL 20 Watt Merk Artolite Bh 175,000.00 92 Lampu TL 2 X 20 Watt Merk. Artolite Bh 225,000.00 93 Lampu TL 9 Watt Merk Philips Bh 100,000.00 94 Lampu SL 24 Watt Philips Bh 135,000.00 95 Minyak Cat Ltr 25,000.00 96 Minyak Bekisting oli bekas Ltr 3,500.00 97 Nok Genteng Rainbow Bh 85,000.00 98 Nok Genteng Metal Roof Bh 45,000.00 99 Nok Atap Span Deck Lbr 16,800.00 100 Panel Instalasi Unit 1,500,000.00 101 Pintu besi plat M2 1,100,000.00 102 Pisau Dempul Bh 13,500.00 103 Pipa PVC dia. 5/8" x 4 m m 3,500.00 104 Pipa PVC dia. 1/2" x 4 m m 5,500.00 105 Pipa PVC dia. 3/4" x 4 m m 6,500.00 106 Pipa PVC dia. 1" x 4 m m 8,750.00 107 Pipa PVC dia. 2" x 4 m m 20,000.00 108 Pipa PVC dia. 3" x 4 m m 39,000.00 109 Pipa PVC dia. 4" x 4 m m 65,000.00 110 Pipa PVC dia 6 " x 4 m m 150,000.00 111 Pipa GIP 1/2 " Medium Klas A m 17,885.00 112 Pipa GIP 3/4 " Medium Klas A m 25,380.00 113 Pipa GIP 1" Medium m 46,211.50 114 Pipa GIP 1 1/2" Medium m 90,000.00 115 Pipa GIP 2" Medim m 120,000.00 116 Pipa GIP 2,5" Medium m 161,000.00 117 Pipa GIP 3 " Medium m 212,000.00 118 Pipa GIP 4 " Medium m 323,000.00 119 Pipa Listrik PVC AW 5/8" m' 2,500.00 120 Pasang Arde / Ground Ttk 350,000.00 121 Papan bekisting M3 1,500,000.00 122 Papan besi Papan M3 3,200,000.00 123 Papan matoa M3 2,100,000.00 124 Paving Block Bh 6,000.00 125 Pasir Pasang M3 1,350,000.00 126 Pasir Urug M3 1,350,000.00 127 Pasir Beton M3 1,350,000.00 128 Pasir Silika Kg 2,000.00 129 Paku Seng Kg 35,000.00 130 Paku Campuran Kg 30,000.00 Page 2 of 3 Harga Upah dan Bahan
  • 33. No DAFTAR HARGA BAHAN SATUAN HARGA SATUAN URUT ( Rp ) 1 2 3 4 131 Paku Tripleks Kg 35,000.00 132 Paku Anti Karat Kg 35,000.00 133 Paku Anti Karat Galvalume Bh 1,200.00 133 Paku Sekrup Kg 35,000.00 134 Plamur Tembok Kg 17,000.00 135 Plint Lengkung ( 5 bh/M' ) m' 125,000.00 136 Pompa Tangan Merk Dragon Unit 300,000.00 137 Pompa Air Mrk. Sanyo Unit 2,700,000.00 138 Rel Pintu Dorong Bh 115,000.00 139 Sabun cuci Kg 15,000.00 140 Solar Ltr 12,000.00 141 Semen Pc Kg 3,600.00 142 Semen Putih / Warna Kg 9,000.00 143 Sirtu Timbunan M3 260,000.00 144 Seng Gelombang BJLS 30 Lbr 100,000.00 145 Seng Gelombang BJLS 20 Lbr 85,000.00 146 Seng Plat BJLS 30 Lbr 55,000.00 147 Seng Plat BJLS 20 Lbr 50,000.00 148 Seng talang Lbr 25,000.00 149 Seng Plat Aluminium Lbr 130,000.00 150 Sekat Urinoir Bh 250,000.00 151 Sambungan T Dia. 2" Bh 10,000.00 152 Sambungan T Dia. 4" Bh 15,000.00 153 Sambungan L PVC dia. 1/2" Bh 7,500.00 154 Sambungan L PVC dia. 2" Bh 10,000.00 155 Sambungan L PVC dia. 4" Bh 15,000.00 156 Sambungan Y PVC dia. 4" Bh 15,000.00 157 Sambungan Lurus PVC dia. 4" Bh 15,000.00 158 Seal Tape Bh 5,000.00 159 Saklar Double Nasional Bh 55,000.00 160 Saklar Tunggal Nasional Bh 50,000.00 161 Stop Kontak 5000 Watt Bh 55,000.00 162 Stop Kontak 1000 Watt Bh 50,000.00 163 Skring 1 Group Bh 22,000.00 164 Skring 2 Group Bh 30,000.00 165 Skring 3 Group Bh 50,000.00 166 Skring Otomatis Bh 52,000.00 167 Strorox - 100 ( campuran beton kedap air ) Kg 80,000.00 168 Sirtu Timbunan Timbunan M3 280,000.00 169 Tripleks 3 mm Lbr 100,000.00 170 Tripleks 4 mm Lbr 125,000.00 171 Tripleks 5 mm Lbr 145,000.00 172 Tripleks 6 mm Lbr 165,000.00 173 Tripleks 9 mm Lbr 190,000.00 174 Teak Wood 4 mm ( 92 x 214 )cm Lbr 145,000.00 175 Tegel Kramik 10/20 M' 3,000.00 176 Tegel Kramik 10/30 M' 4,550.00 177 Tegel Kramik 10/40 M' 6,000.00 178 Tegel Kramik Lengkung10/40 M' 110,000.00 179 Tegel Kramik 10/20 Asia Tile M2 130,000.00 180 Tegel Kramik 20/20 Asia Tile M2 130,000.00 181 Tegel Keramik 20/25 Asia Tile M2 130,000.00 182 Tegel Keramik 30/30 Asia Tile Mirano Kw 1 M2 130,000.00 183 Tegel Keramik 40/40 Asia Tile Morano KW 1 M2 130,000.00 185 Tegel Keramik Platinum putih 40 x 40 Kw 1 M2 130,000.00 186 Tegel Keramik Royal 40 x 40 M2 130,000.00 187 Talang PVC m 20,000.00 188 Tralis Gagang Kaca Nako Bh 15,000.00 189 Urinoir Merk Toto Bh 2,400,000.00 190 Viber Warna M2 55,000.00 191 Vernis Kg 45,000.00 192 Waterproofing Kg 65,000.00 193 Wallflashing Lbr 50,000.00 194 Water drain + Asesories Bh 175,000.00 195 Wastafel Merk Toto Bh 1,800,000.00 Page 3 of 3 Harga Upah dan Bahan
  • 34. ANALISA HARGA SATUAN Analisa Biaya Konstruksi (ABK) Bangunan Gedung & Perumahan ( SNI 03 - 2836 -2002 ) Badan Standarisasi Nasional ( BSN ) 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 1 1 M2 PEMBERSIHAN DAN PEMBONGKARAN LOKASI Rp. 10,500.00 Tenaga 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.050 oh Mandor Rp. 90,000.00 Rp. 4,500.00 2 1 M' PASANG BOWPLANK Rp. 43,900.00 Bahan 0.012 m3 Kayu 5/7 Untuk Bekististing Rp. 1,500,000.00 Rp. 18,000.00 0.020 Kg Paku biasa 2"-5" Rp. 30,000.00 Rp. 600.00 0.007 m3 Kayu papan 3/20 Untuk Bekisting Rp. 1,500,000.00 Rp. 10,500.00 Tenaga 0.100 oh Tukang Kayu Rp. 75,000.00 Rp. 7,500.00 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 3 1 M3 GALIAN TANAH BIASA SEDALAM 1 METER Rp. 27,600.00 Tenaga 0.400 oh Pekerja Rp. 60,000.00 Rp. 24,000.00 0.040 oh Mandor Rp. 90,000.00 Rp. 3,600.00 4 1 M3 URUGAN KEMBALI GALIAN PONDASI Rp. 13,230.00 0.192 oh Pekerja Rp. 60,000.00 Rp. 11,520.00 0.019 oh Mandor Rp. 90,000.00 Rp. 1,710.00 51 M3 URUGAN SIRTU Rp. 329,250.00 Bahan 1.200 m3 Sirtu Rp. 260,000.00 Rp. 312,000.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.025 oh Mandor Rp. 90,000.00 Rp. 2,250.00 61 M3 URUGAN PASIR + PADAT Rp. 1,654,500.00 Bahan 1.200 m3 Pasir Urug Rp. 1,350,000.00 Rp. 1,620,000.00 Tenaga 0.500 oh Pekerja Rp. 60,000.00 Rp. 30,000.00 0.050 oh Mandor Rp. 90,000.00 Rp. 4,500.00 71 M3 URUGAN TANAH Rp. 353,250.00 Bahan 1.200 m3 Tanah Timbunan Rp. 280,000.00 Rp. 336,000.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.025 oh Mandor Rp. 90,000.00 Rp. 2,250.00 8 1 M3 PASANGAN BATU KOSONG Rp. 1,987,875.00 Bahan 1.200 m3 Batu belah 15/20 Batu kali / gunung Rp. 1,250,000.00 Rp. 1,500,000.00 0.300 m3 Pasir urug Rp. 1,350,000.00 Rp. 405,000.00 Tenaga 0.780 oh Pekerja Rp. 60,000.00 Rp. 46,800.00 0.390 oh Tukang Batu Rp. 75,000.00 Rp. 29,250.00 0.039 oh Kepala Tukang Rp. 85,000.00 Rp. 3,315.00 0.039 oh Mandor Rp. 90,000.00 Rp. 3,510.00 9 1 M3 PASANGAN PONDASI BATU KALI 1 : 2 Rp. 3,059,500.00 Bahan 1.100 m3 Batu bela 15/20 batu kali/gunung Rp. 1,250,000.00 Rp. 1,375,000.00 267.000 Kg Semen Portland Rp. 3,600.00 Rp. 961,200.00 0.427 m3 Pasir pasang Rp. 1,350,000.00 Rp. 576,450.00 Tenaga 1.500 oh Pekerja Rp. 60,000.00 Rp. 90,000.00 0.600 oh Tukang Rp. 75,000.00 Rp. 45,000.00 0.060 oh Kep. Tukang Rp. 85,000.00 Rp. 5,100.00 0.075 oh Mandor Rp. 90,000.00 Rp. 6,750.00 10 1 M3 PASANGAN PONDASI BATU KALI 1 : 3 Rp. 2,903,800.00 Bahan 1.100 m3 Batu bela 15/20 batu kali/gunung Rp. 1,250,000.00 Rp. 1,375,000.00 202.000 Kg Semen Portland Rp. 3,600.00 Rp. 727,200.00 0.485 m3 Pasir pasang Rp. 1,350,000.00 Rp. 654,750.00 Tenaga 1.500 oh Pekerja Rp. 60,000.00 Rp. 90,000.00 0.600 oh Tukang Rp. 75,000.00 Rp. 45,000.00 Page 1 of 26 Analisa Harga Satuan
  • 35. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.060 oh Kep. Tukang Rp. 85,000.00 Rp. 5,100.00 0.075 oh Mandor Rp. 90,000.00 Rp. 6,750.00 11 1 M3 PASANGAN PONDASI BATU KALI 1 : 4 Rp. 2,810,650.00 Bahan 1.100 m3 Batu bela 15/20 batu kali/gunung Rp. 1,250,000.00 Rp. 1,375,000.00 163.000 Kg Semen Portland Rp. 3,600.00 Rp. 586,800.00 0.520 m3 Pasir pasang Rp. 1,350,000.00 Rp. 702,000.00 Tenaga 1.500 oh Pekerja Rp. 60,000.00 Rp. 90,000.00 0.600 oh Tukang Batu Rp. 75,000.00 Rp. 45,000.00 0.060 oh Kep. Tukang Rp. 85,000.00 Rp. 5,100.00 0.075 oh Mandor Rp. 90,000.00 Rp. 6,750.00 12 1 M2 PASANGAN PONDASI BATU TELA 1 : 4 ( 1 Batu ) Rp. 522,530.00 Bahan 54.000 Bh Batu Tela Rp. 4,500.00 Rp. 243,000.00 26.550 Kg Semen Portland Rp. 3,600.00 Rp. 95,580.00 0.093 m3 Pasir pasang Rp. 1,350,000.00 Rp. 125,550.00 Tenaga 0.650 oh Pekerja Rp. 60,000.00 Rp. 39,000.00 0.200 oh Tukang Batu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.030 oh Mandor Rp. 90,000.00 Rp. 2,700.00 13 1 M2 PASANGAN BATU TELA/BATAKO 1 : 2 (1/2 bata) Rp. 322,954.93 Bahan 27.000 Bh Bataco Rp. 4,500.00 Rp. 121,500.00 18.850 Kg Semen Portland Rp. 3,600.00 Rp. 67,858.68 0.078 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 104,696.25 Tenaga 0.320 oh Pekerja Rp. 60,000.00 Rp. 19,200.00 0.100 oh Tukang Batu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.015 oh Mandor Rp. 90,000.00 Rp. 1,350.00 14 1 M2 PASANGAN BATU TELA/BATAKO 1 : 4 (1/2 bata) Rp. 255,628.59 Bahan 27.000 Bh Bataco Rp. 4,500.00 Rp. 121,500.00 11.495 Kg Semen Portland Rp. 3,600.00 Rp. 41,382.03 0.047 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 63,846.56 Tenaga 0.320 oh Pekerja Rp. 60,000.00 Rp. 19,200.00 0.100 oh Tukang Batu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.015 oh Mandor Rp. 90,000.00 Rp. 1,350.00 15 1 M2 PASANGAN BATU TELA/BATAKO 1 : 5 (1/2 bata) Rp. 245,998.00 Bahan 27.000 Bh Bataco Rp. 4,500.00 Rp. 121,500.00 9.680 Kg Semen Portland Rp. 3,600.00 Rp. 34,848.00 0.045 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 60,750.00 Tenaga 0.320 oh Pekerja Rp. 60,000.00 Rp. 19,200.00 0.100 oh Tukang Batu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.015 oh Mandor Rp. 90,000.00 Rp. 1,350.00 16 1 M2 PASANGAN BATU TELA/BATAKO 1 : 5 ( 1 Batu ) Rp. 519,020.00 Bahan 54.000 Bh Batu Tela Rp. 4,500.00 Rp. 243,000.00 22.200 Kg Semen Portland Rp. 3,600.00 Rp. 79,920.00 0.102 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 137,700.00 Tenaga 0.650 oh Pekerja Rp. 60,000.00 Rp. 39,000.00 0.200 oh Tukang Batu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.030 oh Mandor Rp. 90,000.00 Rp. 2,700.00 17 1 M2 PASANGAN BATU TELA/BATAKO 1 : 3 (1/2 bata) Rp. 256,132.00 Bahan 27.000 Bh Bataco Rp. 4,500.00 Rp. 121,500.00 14.370 Kg Semen Portland Rp. 3,600.00 Rp. 51,732.00 0.040 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 54,000.00 Tenaga 0.320 oh Pekerja Rp. 60,000.00 Rp. 19,200.00 0.100 oh Tukang Batu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.015 oh Mandor Rp. 90,000.00 Rp. 1,350.00 18 1 M2 PLESTERAN 1 : 2 TEBAL 2 CM Rp. 115,283.00 Bahan 14.280 Kg Semen Portland Rp. 3,600.00 Rp. 51,408.00 0.023 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 31,050.00 Page 2 of 26 Analisa Harga Satuan
  • 36. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.200 oh Tukang Batu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.013 oh Mandor Rp. 90,000.00 Rp. 1,125.00 19 1 M2 PLESTERAN 1 : 3 TEBAL 2 CM Rp. 106,805.00 Bahan 10.800 Kg Semen Portland Rp. 3,600.00 Rp. 38,880.00 0.026 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 35,100.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.200 oh Tukang Batu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.013 oh Mandor Rp. 90,000.00 Rp. 1,125.00 20 1 M2 PLESTERAN 1 : 4 TEBAL 2 CM Rp. 101,873.00 Bahan 8.680 Kg Semen Portland Rp. 3,600.00 Rp. 31,248.00 0.028 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 37,800.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.200 oh Tukang Batu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.013 oh Mandor Rp. 90,000.00 Rp. 1,125.00 21 1 M 3 MEMBUAT BETON BERTULANG K-225 ( 150 Kg BESI + Bekisting ) Rp. 6,880,875.00 Bahan 0.200 M3 Kayu untuk steeger Rp. 1,500,000.00 Rp. 300,000.00 1.500 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 45,000.00 0.400 Lt Minyak Bekisting Rp. 3,500.00 Rp. 1,400.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 Upah 3.900 h.o Pekerja Rp. 60,000.00 Rp. 234,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.040 h.o Tukang Kayu Rp. 75,000.00 Rp. 78,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.245 h.o Kepala Tukang Rp. 85,000.00 Rp. 20,825.00 0.165 h.o Mandor Rp. 90,000.00 Rp. 14,850.00 22 1 M3 MEMBUAT PONDASI BETON BERTULANG K.275 (150 Kg BESI+Bekisting) Rp. 6,807,575.00 Bahan 0.200 M3 Kayu untuk steeger Rp. 1,500,000.00 Rp. 300,000.00 1.500 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 45,000.00 0.400 Lt Minyak Bekisting Rp. 3,500.00 Rp. 1,400.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 Upah 3.900 h.o Pekerja Rp. 60,000.00 Rp. 234,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.040 h.o Tukang Kayu Rp. 75,000.00 Rp. 78,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.245 h.o Kepala Tukang Rp. 85,000.00 Rp. 20,825.00 0.165 h.o Mandor Rp. 90,000.00 Rp. 14,850.00 23 1 M 3 MEMBUAT BETON BERTULANG K-225 ( 200 Kg BESI + Bekisting ) Rp. 7,868,375.00 Bahan 0.200 M3 Kayu untuk steeger Rp. 1,500,000.00 Rp. 300,000.00 1.500 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 45,000.00 0.400 Lt Minyak Bekisting Rp. 3,500.00 Rp. 1,400.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 Upah - 3.900 h.o Pekerja Rp. 60,000.00 Rp. 234,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.040 h.o Tukang Kayu Rp. 75,000.00 Rp. 78,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.245 h.o Kepala Tukang Rp. 85,000.00 Rp. 20,825.00 0.165 h.o Mandor Rp. 90,000.00 Rp. 14,850.00 24 1 M3 MEMBUAT PONDASI BETON BERTULANG K-275 (200 Kg BESI+Bekisting) Rp. 7,795,075.00 Bahan 0.200 M3 Kayu untuk steeger Rp. 1,500,000.00 Rp. 300,000.00 Page 3 of 26 Analisa Harga Satuan
  • 37. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 1.500 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 45,000.00 0.400 Lt Minyak Bekisting Rp. 3,500.00 Rp. 1,400.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 Upah 3.900 h.o Pekerja Rp. 60,000.00 Rp. 234,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.040 h.o Tukang Kayu Rp. 75,000.00 Rp. 78,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.245 h.o Kepala Tukang Rp. 85,000.00 Rp. 20,825.00 0.165 h.o Mandor Rp. 90,000.00 Rp. 14,850.00 25 1 M 3 BUAT BETON BERTULANG KEDAP AIR K-275 ( 200 Kg BESI + Bekisting ) Rp. 8,141,785.00 Bahan 0.270 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 405,000.00 2.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 60,000.00 0.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 2,100.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 1.200 Kg Strorox - 100 Rp. 80,000.00 Rp. 96,000.00 Upah 4.850 h.o Pekerja Rp. 60,000.00 Rp. 291,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.560 h.o Tukang Kayu Rp. 75,000.00 Rp. 117,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.331 h.o Kepala Tukang Rp. 85,000.00 Rp. 28,135.00 0.170 h.o Mandor Rp. 90,000.00 Rp. 15,300.00 26 1 M3 MEMBUAT SLOOF BETON BERTULANG K-225 ( 150 Kg BESI + Bekisting ) Rp. 7,131,585.00 Bahan 0.270 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 405,000.00 2.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 60,000.00 0.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 2,100.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 Upah 4.850 h.o Pekerja Rp. 60,000.00 Rp. 291,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.560 h.o Tukang Kayu Rp. 75,000.00 Rp. 117,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.331 h.o Kepala Tukang Rp. 85,000.00 Rp. 28,135.00 0.170 h.o Mandor Rp. 90,000.00 Rp. 15,300.00 27 1 M 3 BUAT SLOOF BETON BERTULANG K-275 ( 150 Kg BESI + Bekisting ) Rp. 7,058,285.00 Bahan 0.270 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 405,000.00 2.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 60,000.00 0.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 2,100.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 Upah 4.850 h.o Pekerja Rp. 60,000.00 Rp. 291,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.560 h.o Tukang Kayu Rp. 75,000.00 Rp. 117,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.331 h.o Kepala Tukang Rp. 85,000.00 Rp. 28,135.00 0.170 h.o Mandor Rp. 90,000.00 Rp. 15,300.00 28 1 M 3 BUAT SLOOF BETON BERTULANG K -225 ( 200 Kg BESI + Bekisting ) Rp. 8,119,085.00 Bahan 0.270 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 405,000.00 2.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 60,000.00 0.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 2,100.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 Upah 4.850 h.o Pekerja Rp. 60,000.00 Rp. 291,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 Page 4 of 26 Analisa Harga Satuan
  • 38. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 1.560 h.o Tukang Kayu Rp. 75,000.00 Rp. 117,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.331 h.o Kepala Tukang Rp. 85,000.00 Rp. 28,135.00 0.170 h.o Mandor Rp. 90,000.00 Rp. 15,300.00 29 1 M 3 BUAT SLOOF BETON BERTULANG K -275 ( 200 Kg BESI + Bekisting ) Rp. 8,045,785.00 Bahan 0.270 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 405,000.00 2.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 60,000.00 0.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 2,100.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 Upah 4.850 h.o Pekerja Rp. 60,000.00 Rp. 291,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 1.560 h.o Tukang Kayu Rp. 75,000.00 Rp. 117,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.331 h.o Kepala Tukang Rp. 85,000.00 Rp. 28,135.00 0.170 h.o Mandor Rp. 90,000.00 Rp. 15,300.00 30 1 M 3 BUAT KOLOM BETON BERTULANG K-225 ( 160 Kg BESI + Bekisting ) Rp. 9,322,000.00 Bahan 0.400 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 600,000.00 4.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 120,000.00 2.000 Lt Minyak Bekisting Rp. 3,500.00 Rp. 7,000.00 160.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,088,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.150 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 315,000.00 3.500 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 665,000.00 20.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 400,000.00 Upah 7.300 h.o Pekerja Rp. 60,000.00 Rp. 438,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 3.300 h.o Tukang Kayu Rp. 75,000.00 Rp. 247,500.00 2.100 h.o Tukang Besi Rp. 75,000.00 Rp. 157,500.00 0.570 h.o Kepala Tukang Rp. 85,000.00 Rp. 48,450.00 0.250 h.o Mandor Rp. 90,000.00 Rp. 22,500.00 31 1 M3 BUAT KOLOM BETON BERTULANG K-275 ( 150 Kg BESI + Bekisting ) Rp. 9,055,700.00 Bahan 0.400 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 600,000.00 4.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 120,000.00 2.000 Lt Minyak Bekisting Rp. 3,500.00 Rp. 7,000.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.150 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 315,000.00 3.500 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 665,000.00 20.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 400,000.00 Upah - 7.300 h.o Pekerja Rp. 60,000.00 Rp. 438,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 3.300 h.o Tukang Kayu Rp. 75,000.00 Rp. 247,500.00 2.100 h.o Tukang Besi Rp. 75,000.00 Rp. 157,500.00 0.570 h.o Kepala Tukang Rp. 85,000.00 Rp. 48,450.00 0.250 h.o Mandor Rp. 90,000.00 Rp. 22,500.00 32 1 M 3 BUAT KOLOM BETON BERTULANG K-225 ( 200 Kg BESI + Bekisting ) Rp. 10,116,500.00 Bahan 0.400 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 600,000.00 4.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 120,000.00 2.000 Lt Minyak Bekisting Rp. 3,500.00 Rp. 7,000.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.150 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 315,000.00 3.500 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 665,000.00 20.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 400,000.00 Upah 7.300 h.o Pekerja Rp. 60,000.00 Rp. 438,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 3.300 h.o Tukang Kayu Rp. 75,000.00 Rp. 247,500.00 2.100 h.o Tukang Besi Rp. 75,000.00 Rp. 157,500.00 Page 5 of 26 Analisa Harga Satuan
  • 39. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.570 h.o Kepala Tukang Rp. 85,000.00 Rp. 48,450.00 0.250 h.o Mandor Rp. 90,000.00 Rp. 22,500.00 33 1 M 3 BUAT KOLOM BETON BERTULANG K-275 ( 200 Kg BESI + Bekisting ) Rp. 10,043,200.00 Bahan 0.400 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 600,000.00 4.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 120,000.00 2.000 Lt Minyak Bekisting Rp. 3,500.00 Rp. 7,000.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.150 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 315,000.00 3.500 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 665,000.00 20.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 400,000.00 Upah 7.300 h.o Pekerja Rp. 60,000.00 Rp. 438,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 3.300 h.o Tukang Kayu Rp. 75,000.00 Rp. 247,500.00 2.100 h.o Tukang Besi Rp. 75,000.00 Rp. 157,500.00 0.570 h.o Kepala Tukang Rp. 85,000.00 Rp. 48,450.00 0.250 h.o Mandor Rp. 90,000.00 Rp. 22,500.00 34 1 M3 MEMBUAT BALOK BETON BERTULANG K-225 ( 160 Kg BESI + Bekisting ) Rp. 8,766,720.00 Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 160.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,088,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.140 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 294,000.00 2.800 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 16.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 320,000.00 Upah 5.960 h.o Pekerja Rp. 60,000.00 Rp. 357,600.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.550 h.o Kepala Tukang Rp. 85,000.00 Rp. 46,750.00 0.208 h.o Mandor Rp. 90,000.00 Rp. 18,720.00 35 1 M 3 MEMBUAT BALOK BETON BERTULANG ( 110 Kg BESI + Bekisting ) Rp. 7,790,250.00 Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 110.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,123,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 323.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,162,800.00 0.520 M3 Pasir Beton Rp. 1,350,000.00 Rp. 702,000.00 0.780 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,014,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 32.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 640,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 36 1 M 3 MEMBUAT SALURAN BETON TIDAK BERTULANG ( - Kg BESI + Bekisting ) Rp. 4,972,050.00 Bahan ( 1 PC ; 2 PS : 4 KRL ) 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 291.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,047,600.00 0.470 M3 Pasir Beton Rp. 1,350,000.00 Rp. 634,500.00 0.930 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,209,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 Page 6 of 26 Analisa Harga Satuan
  • 40. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 37 1 M 3 BUAT BALOK BETON BERTULANG K-225 ( 175 Kg BESI + Bekisting ) Rp. 9,307,750.00 Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 175.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,377,500.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 32.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 640,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 38 1 M 3 BUAT BALOK BETON BERTULANG K-275 ( 150 Kg BESI + Bekisting ) Rp. 8,729,450.00 Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 32.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 640,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 39 1 M 3 BUAT BALOK BETON BERTULANG K-275 ( 150 Kg BESI + Bekisting ) Rp. 8,751,950.00 Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 32.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 640,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 40 1 M 3 BALOK/PLAT BETON BERTULANG K-275( 125 Kg BESI+Bekisting ) Rp. 8,321,950.00 KEDAP AIR Bahan 0.320 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 480,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 Page 7 of 26 Analisa Harga Satuan
  • 41. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 125.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,412,500.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.120 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 252,000.00 2.800 Lbr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 32.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 640,000.00 1.200 Kg Throrox - 100 Rp. 62,500.00 Rp. 75,000.00 Upah 5.800 h.o Pekerja Rp. 60,000.00 Rp. 348,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.800 h.o Tukang Kayu Rp. 75,000.00 Rp. 210,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.420 h.o Kepala Tukang Rp. 85,000.00 Rp. 35,700.00 0.185 h.o Mandor Rp. 90,000.00 Rp. 16,650.00 41 1 M 3 BUAT DINDING BETON BERTULANG K-225 ( 150 Kg BESI + Bekisting ) Rp. 8,581,770.00 Bahan 0.240 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 360,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.160 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 336,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 24.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 480,000.00 Upah 5.600 h.o Pekerja Rp. 60,000.00 Rp. 336,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.640 h.o Tukang Kayu Rp. 75,000.00 Rp. 198,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.400 h.o Kepala Tukang Rp. 85,000.00 Rp. 34,000.00 0.193 h.o Mandor Rp. 90,000.00 Rp. 17,370.00 42 1 M 3 BUAT DINDING BETON BERTULANG K-275 ( 150 Kg BESI + Bekisting ) Rp. 8,583,470.00 KEDAP AIR Bahan 0.240 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 360,000.00 3.200 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 96,000.00 1.600 Lt Minyak Bekisting Rp. 3,500.00 Rp. 5,600.00 150.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 2,895,000.00 2.250 Kg Kawat Beton Rp. 30,000.00 Rp. 67,500.00 400.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,440,000.00 0.400 M3 Pasir Beton Rp. 1,350,000.00 Rp. 540,000.00 0.820 M3 Koral Beton Rp. 1,300,000.00 Rp. 1,066,000.00 0.160 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 336,000.00 2.800 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 532,000.00 24.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 480,000.00 1.200 Kg Strorox -100 Rp. 62,500.00 Rp. 75,000.00 Upah 5.600 h.o Pekerja Rp. 60,000.00 Rp. 336,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.640 h.o Tukang Kayu Rp. 75,000.00 Rp. 198,000.00 1.050 h.o Tukang Besi Rp. 75,000.00 Rp. 78,750.00 0.400 h.o Kepala Tukang Rp. 85,000.00 Rp. 34,000.00 0.193 h.o Mandor Rp. 90,000.00 Rp. 17,370.00 43 1 M 3 BUAT TANGGA BETON BERTULANG K-225 ( 200 Kg BESI + Bekisting ) Rp. 9,206,355.00 Bahan 0.250 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 375,000.00 3.000 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 90,000.00 1.200 Lt Minyak Bekisting Rp. 3,500.00 Rp. 4,200.00 200.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 3,860,000.00 3.000 Kg Kawat Beton Rp. 30,000.00 Rp. 90,000.00 388.000 Kg Semen Portland Rp. 3,600.00 Rp. 1,396,800.00 0.650 M3 Pasir Beton Rp. 1,350,000.00 Rp. 877,500.00 0.650 M3 Koral Beton Rp. 1,300,000.00 Rp. 845,000.00 0.105 M3 Kayu Matoa balok Rp. 2,100,000.00 Rp. 220,500.00 2.500 Ltr Plywood 9 mm Rp. 190,000.00 Rp. 475,000.00 14.000 Btg Dolken Dia 8 cm / 4 m Rp. 20,000.00 Rp. 280,000.00 Upah 5.600 h.o Pekerja Rp. 60,000.00 Rp. 336,000.00 0.350 h.o Tukang Batu Rp. 75,000.00 Rp. 26,250.00 2.300 h.o Tukang Kayu Rp. 75,000.00 Rp. 172,500.00 1.400 h.o Tukang Besi Rp. 75,000.00 Rp. 105,000.00 0.405 h.o Kepala Tukang Rp. 85,000.00 Rp. 34,425.00 0.202 h.o Mandor Rp. 90,000.00 Rp. 18,180.00 Page 8 of 26 Analisa Harga Satuan
  • 42. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 44 1 M ' MEMBUAT KOLOM PENGUAT BETON BERTULANG ( 11 x 11 ) cm Rp. 120,480.00 Bahan 0.002 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 3,000.00 0.010 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 300.00 3.000 Kg Besi Beton Polos Rp. 19,300.00 Rp. 57,900.00 0.450 Kg Kawat Beton Rp. 30,000.00 Rp. 13,500.00 4.000 Kg Semen Portland Rp. 3,600.00 Rp. 14,400.00 0.008 M3 Pasir Beton Rp. 1,350,000.00 Rp. 10,800.00 0.009 M3 Koral Beton Rp. 1,300,000.00 Rp. 11,700.00 Upah 0.060 h.o Pekerja Rp. 60,000.00 Rp. 3,600.00 0.020 h.o Tukang Batu Rp. 75,000.00 Rp. 1,500.00 0.020 h.o Tukang Kayu Rp. 75,000.00 Rp. 1,500.00 0.020 h.o Tukang Besi Rp. 75,000.00 Rp. 1,500.00 0.006 h.o Kepala Tukang Rp. 85,000.00 Rp. 510.00 0.003 h.o Mandor Rp. 90,000.00 Rp. 270.00 45 1 M ' MEMBUAT RING BALOK BETON BERTULANG ( 10 x 15 ) cm Rp. 142,255.00 Bahan 0.003 M3 Kayu Terentang Rp. 1,500,000.00 Rp. 4,500.00 0.020 Kg Paku Biasa 2 " - 5 " Rp. 30,000.00 Rp. 600.00 3.600 Kg Besi Beton Polos Rp. 19,300.00 Rp. 69,480.00 0.050 Kg Kawat Beton Rp. 30,000.00 Rp. 1,500.00 5.500 Kg Semen Portland Rp. 3,600.00 Rp. 19,800.00 0.009 M3 Pasir Beton Rp. 1,350,000.00 Rp. 12,150.00 0.015 M3 Koral Beton Rp. 1,300,000.00 Rp. 19,500.00 Upah 0.100 h.o Pekerja Rp. 60,000.00 Rp. 6,000.00 0.033 h.o Tukang Batu Rp. 75,000.00 Rp. 2,475.00 0.033 h.o Tukang Kayu Rp. 75,000.00 Rp. 2,475.00 0.033 h.o Tukang Besi Rp. 75,000.00 Rp. 2,475.00 0.010 h.o Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.005 h.o Mandor Rp. 90,000.00 Rp. 450.00 46 1 M3 MEMBUAT BETON TUMBUK, 1 Pc : 3 Ps : 5 Kr Rp. 2,744,875.00 Bahan 218.000 Kg Semen Portland Rp. 3,600.00 Rp. 784,800.00 0.5200 M3 Pasir Beton Rp. 1,350,000.00 Rp. 702,000.00 0.8700 M3 Kerikil Koral Rp. 1,300,000.00 Rp. 1,131,000.00 Upah 1.6500 h.o Pekerja Rp. 60,000.00 Rp. 99,000.00 0.2500 h.o Tukang Batu Rp. 75,000.00 Rp. 18,750.00 0.0250 h.o Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.0800 h.o Mandor Rp. 90,000.00 Rp. 7,200.00 47 1 M3 MEMBUAT BETON TUMBUK, 1 Pc : 3 Ps : 6 Kr Rp. 2,650,375.00 Bahan 173.000 Kg Semen Portland Rp. 3,600.00 Rp. 622,800.00 0.5700 M3 Pasir Beton Rp. 1,350,000.00 Rp. 769,500.00 0.8700 M3 Kerikil Koral Rp. 1,300,000.00 Rp. 1,131,000.00 Upah - 1.6500 h.o Pekerja Rp. 60,000.00 Rp. 99,000.00 0.2500 h.o Tukang Batu Rp. 75,000.00 Rp. 18,750.00 0.0250 h.o Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.0800 h.o Mandor Rp. 90,000.00 Rp. 7,200.00 48 1 BH SEPTICTANK + PERESAPAN = A + B Rp. 11,192,958.00 48.a 1 BH SEPTICTANK ( A ) Rp. 3,797,800.00 Bahan 166.750 Kg Semen Rp. 3,600.00 Rp. 600,300.00 0.850 m3 Pasir Pasang Rp. 1,350,000.00 Rp. 1,147,500.00 300.000 Bh Bataco Rp. 4,500.00 Rp. 1,350,000.00 1.500 m' Pipa PVC 2" Rp. 20,000.00 Rp. 30,000.00 2.000 m' Pipa PVC 4" Rp. 65,000.00 Rp. 130,000.00 Tenaga 2.000 oh Pekerja Rp. 60,000.00 Rp. 120,000.00 3.500 oh Tukang Rp. 75,000.00 Rp. 262,500.00 0.900 oh Kep. Tukang Rp. 85,000.00 Rp. 76,500.00 0.900 oh Mandor Rp. 90,000.00 Rp. 81,000.00 48 b PERESAPAN (B) Rp. 7,395,158.00 4.075 m3 Galian Tanah Rp. 27,600.00 Rp. 112,470.00 2.905 m3 Kerikil Beton Rp. 1,300,000.00 Rp. 3,776,500.00 0.615 m3 Urugan Pasir Rp. 1,350,000.00 Rp. 830,250.00 7.000 m' Pipa PVC 4" Rp. 65,000.00 Rp. 455,000.00 2.000 m2 Ijuk Rp. 20,000.00 Rp. 40,000.00 Page 9 of 26 Analisa Harga Satuan
  • 43. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.160 m3 Pasangan Beton Cetak t = 8cm Rp. 9,307,750.00 Rp. 1,489,240.00 6.000 m2 Plesteran 1 : 2 Rp. 115,283.00 Rp. 691,698.00 49MEMASANG 1 BUAH BAK MANDI BATU BATA VOLUME 0,3 M3 Rp. 2,145,000.00 Bahan 20.000 Bh Batu Tela Rp. 4,500.00 Rp. 90,000.00 120.000 Kg Semen Portland Rp. 3,600.00 Rp. 432,000.00 0.300 M3 Pasir Pasang Rp. 1,350,000.00 Rp. 405,000.00 4.050 M2 Porselen ( 20 x 25 ) cm Rp. 130,000.00 Rp. 526,500.00 6.000 Kg Semen Nat Rp. 9,000.00 Rp. 54,000.00 Upah 6.000 h.o Pekerja Rp. 60,000.00 Rp. 360,000.00 3.000 h.o Tukang Batu Rp. 75,000.00 Rp. 225,000.00 0.300 h.o Kepala Tukang Rp. 85,000.00 Rp. 25,500.00 0.300 h.o Mandor Rp. 90,000.00 Rp. 27,000.00 50MEMASANG 1 BUAH BAK KONTROL PASANGAN BATU BATA Rp. 752,472.50 ( Ukuran 30 x 30 cm ) tinggi 35 cm Bahan 6.000 Bh Batu Tela Rp. 4,500.00 Rp. 27,000.00 44.000 Kg Semen Portland Rp. 3,600.00 Rp. 158,400.00 0.070 M3 Pasir Pasang Rp. 1,350,000.00 Rp. 94,500.00 0.070 M3 Split 2- 3 cm Rp. 1,300,000.00 Rp. 91,000.00 1.600 Kg Besi Beton Rp. 19,300.00 Rp. 30,880.00 0.060 M3 Pasir Beton Rp. 1,350,000.00 Rp. 81,000.00 Upah 3.200 h.o Pekerja Rp. 60,000.00 Rp. 192,000.00 1.015 h.o Tukang Batu Rp. 75,000.00 Rp. 76,125.00 0.002 h.o Kepala Tukang Rp. 85,000.00 Rp. 127.50 0.016 h.o Mandor Rp. 90,000.00 Rp. 1,440.00 51 MEMASANG 1 BUAH WASTAFEL Rp 2,070,000.00 Bahan 1.000 Bh Washtafel Merk TOTO Rp 1,800,000.00 Rp 1,800,000.00 6.000 Kg Semen Warna Rp 9,000.00 Rp 54,000.00 0.010 M3 Pasir Pasang Rp 1,350,000.00 Rp 13,500.00 Tenaga 1.200 Pekerja Rp 60,000.00 Rp 72,000.00 1.450 Tukang Batu Rp 75,000.00 Rp 108,750.00 0.150 Kepala Tukang Rp 85,000.00 Rp 12,750.00 0.100 Mandor Rp 90,000.00 Rp 9,000.00 52 1 BUAH BAK CUCI PIRING STANLESS STEEL 1 LUBANG Rp. 1,009,475.00 Bahan 1.000 Bh Bak Cuci Stainless Steel Rp. 650,000.00 Rp. 650,000.00 1.000 Set Water Drain + Asesories Rp. 175,000.00 Rp. 175,000.00 20.000 Kg Semen Portland Rp. 3,600.00 Rp. 72,000.00 0.050 M3 Pasir Pasang Rp. 1,350,000.00 Rp. 67,500.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 52 MEMASANG 1 BUAH URINOIR Rp 2,587,600.00 Bahan 1.000 Bh Urinoir Merk TOTO Rp 2,400,000.00 Rp 2,400,000.00 6.000 Kg Semen portland Rp 3,600.00 Rp 21,600.00 0.010 M3 Pasir Pasang Rp 1,350,000.00 Rp 13,500.00 Tenaga 1.000 Pekerja Rp 60,000.00 Rp 60,000.00 1.000 Tukang Batu Rp 75,000.00 Rp 75,000.00 0.100 Kepala Tukang Rp 85,000.00 Rp 8,500.00 0.100 Mandor Rp 90,000.00 Rp 9,000.00 53 1 BH KLOSET DUDUK / MONOBLOK Rp 2,148,085.00 Bahan 1.000 Bh Kloset Duduk Merk TOTO Rp 1,800,000.00 Rp 1,800,000.00 6.000 Kg Semen PC Rp 3,600.00 Rp 21,600.00 0.010 M3 Pasir Pasang Rp 1,350,000.00 Rp 13,500.00 4.000 Bh Bataco Rp 4,500.00 Rp 18,000.00 Tenaga 3.300 oh Pekerja Rp 60,000.00 Rp 198,000.00 1.100 oh Tukang Batu Rp 75,000.00 Rp 82,500.00 0.001 oh Kepala Tukang Rp 85,000.00 Rp 85.00 0.160 oh Mandor Rp 90,000.00 Rp 14,400.00 54 1 BUAH CLOSET JONGKOK PORSELIN Rp 917,500.00 Bahan Page 10 of 26 Analisa Harga Satuan
  • 44. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 1.000 Bh Kloset Jongkok Merk KIA Rp 550,000.00 Rp 550,000.00 6.000 Kg Semen PC Rp 3,600.00 Rp 21,600.00 0.010 M3 Pasir Pasang Rp 1,350,000.00 Rp 13,500.00 4.000 Bh Bataco Rp 4,500.00 Rp 18,000.00 Tenaga 1.000 Pekerja Rp 60,000.00 Rp 60,000.00 1.500 Tukang Batu Rp 75,000.00 Rp 112,500.00 1.500 Kepala Tukang Rp 85,000.00 Rp 127,500.00 0.160 Mandor Rp 90,000.00 Rp 14,400.00 55 1 BUAH CLOSET DUDUK PORSELIN Rp 2,167,500.00 Bahan 1.000 Bh Kloset Duduk Merk KIA Rp 1,800,000.00 Rp 1,800,000.00 6.000 Kg Semen PC Rp 3,600.00 Rp 21,600.00 0.010 M3 Pasir Pasang Rp 1,350,000.00 Rp 13,500.00 4.000 Bh Bataco Rp 4,500.00 Rp 18,000.00 Tenaga 1.000 Pekerja Rp 60,000.00 Rp 60,000.00 1.500 Tukang Batu Rp 75,000.00 Rp 112,500.00 1.500 Kepala Tukang Rp 85,000.00 Rp 127,500.00 0.160 Mandor Rp 90,000.00 Rp 14,400.00 56 1 M' PASANG PIPA PVC AW 4" Rp 109,739.50 Bahan 1.200 M' Pipa PVC 4" Rp 65,000.00 Rp. 78,000.00 Perlengkapan Rp. 15,238.00 Tenaga 0.081 Pekerja Rp 60,000.00 Rp. 4,860.00 0.135 Tukang batu Rp 75,000.00 Rp. 10,125.00 0.014 Kepala Tukang Rp 85,000.00 Rp. 1,147.50 0.004 Mandor Rp 90,000.00 Rp. 369.00 57 1 M' PASANG PIPA PVC AW 3" Rp 69,739.50 Bahan 1.200 M' Pipa PVC 3" Rp 39,000.00 Rp. 46,800.00 Perlengkapan Rp. 6,438.00 Tenaga 0.081 Pekerja Rp 60,000.00 Rp. 4,860.00 0.135 Tukang batu Rp 75,000.00 Rp. 10,125.00 0.014 Kepala Tukang Rp 85,000.00 Rp. 1,147.50 0.004 Mandor Rp 90,000.00 Rp. 369.00 58 1 M' PASANG PIPA PVC AW 2" Rp 43,159.00 Bahan 1.200 M' Pipa PVC 2" Rp 20,000.00 Rp. 24,000.00 Perlengkapan Rp. 8,161.00 Tenaga 0.054 Pekerja Rp 60,000.00 Rp. 3,240.00 0.090 Tukang batu Rp 75,000.00 Rp. 6,750.00 0.009 Kepala Tukang Rp 85,000.00 Rp. 765.00 0.003 Mandor Rp 90,000.00 Rp. 243.00 59 1 M' PASANG PIPA PVC AW 3/4" Rp 17,862.00 Bahan 1.200 M' Pipa PVC Rp 6,500.00 Rp. 7,800.00 Perlengkapan Rp. 2,730.00 Tenaga 0.036 Pekerja Rp 60,000.00 Rp. 2,160.00 0.060 Tukang batu Rp 75,000.00 Rp. 4,500.00 0.006 Kepala Tukang Rp 85,000.00 Rp. 510.00 0.002 Mandor Rp 90,000.00 Rp. 162.00 60 1 M' PASANG PVC AW 1/2" Rp 16,242.00 Bahan 1.200 M' Pipa PVC 3/4" Rp 5,500.00 Rp. 6,600.00 Perlengkapan Rp. 2,310.00 Tenaga 0.036 Pekerja Rp 60,000.00 Rp. 2,160.00 0.060 Tukang batu Rp 75,000.00 Rp. 4,500.00 0.006 Kepala Tukang Rp 85,000.00 Rp. 510.00 0.002 Mandor Rp 90,000.00 Rp. 162.00 61 1 M' PASANG GIP MEDIUM 4 " Rp 550,759.50 Bahan 1.200 M' Pipa Galv. Medium 4 " Rp 323,000.00 Rp. 387,600.00 Perlengkapan 35 % x harga pipa Rp. 135,660.00 Tenaga 0.135 Pekerja Rp 60,000.00 Rp. 8,100.00 0.225 Tukang batu Rp 75,000.00 Rp. 16,875.00 0.023 Kepala Tukang Rp 85,000.00 Rp. 1,912.50 Page 11 of 26 Analisa Harga Satuan
  • 45. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.007 Mandor Rp 90,000.00 Rp. 612.00 64 1 M' PASANG GIP MEDIUM 3 " Rp 365,436.00 Bahan 1.200 M' Pipa Galv. Medium 3 " Rp 212,000.00 Rp. 254,400.00 Perlengkapan 35 % x harga pipa Rp. 89,040.00 Tenaga 0.108 Pekerja Rp 60,000.00 Rp. 6,480.00 0.180 Tukang batu Rp 75,000.00 Rp. 13,500.00 0.018 Kepala Tukang Rp 85,000.00 Rp. 1,530.00 0.005 Mandor Rp 90,000.00 Rp. 486.00 65 1 M' PASANG GIP MEDIUM 1 1/2 " Rp 167,796.00 Bahan 1.200 M' Pipa Galv. Medium 1 1/2 " Rp 90,000.00 Rp. 108,000.00 Perlengkapan 35 % x harga pipa Rp. 37,800.00 Tenaga 0.108 Pekerja Rp 60,000.00 Rp. 6,480.00 0.180 Tukang batu Rp 75,000.00 Rp. 13,500.00 0.018 Kepala Tukang Rp 85,000.00 Rp. 1,530.00 0.005 Mandor Rp 90,000.00 Rp. 486.00 66 1 M' PASANG GIP MEDIUM 1 " Rp 68,647.25 Bahan 1.200 M' Pipa Galv. Medium 1 " Rp 46,211.50 Rp. 55,453.80 Tenaga 0.054 Pekerja Rp 60,000.00 Rp. 3,240.00 0.090 Tukang batu Rp 75,000.00 Rp. 6,757.50 0.009 Kepala Tukang Rp 85,000.00 Rp. 765.85 0.027 Mandor Rp 90,000.00 Rp. 2,430.00 65 1 M' PASANG GIP MEDIUM 3/4 " Rp 43,647.25 Bahan 1.200 M' Pipa Galv. Medium 3/4 " Rp 25,380.00 Rp. 30,456.00 Tenaga 0.054 Pekerja Rp 60,000.00 Rp. 3,240.00 0.090 Tukang batu Rp 75,000.00 Rp. 6,757.50 0.009 Kepala Tukang Rp 85,000.00 Rp. 765.85 0.027 Mandor Rp 90,000.00 Rp. 2,430.00 66 1 M' PASANG GIP MEDIUM 1/2 " Rp 34,647.25 Bahan 1.200 M' Pipa Galv. Medium 1/2 " Rp 17,885.00 Rp. 21,462.00 Perlengkapan 35 % x harga pipa Rp. Tenaga 0.054 Pekerja Rp 60,000.00 Rp. 3,240.00 0.090 Tukang batu Rp 75,000.00 Rp. 6,757.50 0.009 Kepala Tukang Rp 85,000.00 Rp. 765.85 0.027 Mandor Rp 90,000.00 Rp. 2,430.00 67 1 BUAH KRAN 3/4" ATAU 1/2" Rp 194,525.00 Bahan 1.000 Bh Kran Air Rp 185,000.00 Rp. 185,000.00 0.025 Bh Seal Tape Rp 5,000.00 Rp. 125.00 Tenaga 0.010 Pekerja Rp 60,000.00 Rp. 600.00 0.100 Tukang batu Rp 75,000.00 Rp. 7,500.00 0.010 Kepala Tukang Rp 85,000.00 Rp. 850.00 0.005 Mandor Rp 90,000.00 Rp. 450.00 68 1 BUAH FLOOR DRAIN Rp 159,400.00 Bahan 1.000 Bh Floor Drain Stainless Rp 150,000.00 Rp. 150,000.00 Tenaga 0.010 Pekerja Rp 60,000.00 Rp. 600.00 0.100 Tukang batu Rp 75,000.00 Rp. 7,500.00 0.010 Kepala Tukang Rp 85,000.00 Rp. 850.00 0.005 Mandor Rp 90,000.00 Rp. 450.00 69 1 BH BAK AIR FIBER Rp. 1,018,750.00 Bahan 1.000 Bh Bak Air Fiber Rp. 1,000,000.00 Rp. 1,000,000.00 Tenaga 0.250 oh Tukang Batu Rp. 75,000.00 Rp. 18,750.00 69 1 M2 PASANG LANTAI KERAMIK 10 X 20 CM Rp 310,293.00 Bahan 1.000 M2 Keramik 10 x 20 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga Page 12 of 26 Analisa Harga Satuan
  • 46. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.620 oh Oekerja Rp 60,000.00 Rp 37,200.00 0.350 oh Tukang Batu Rp 75,000.00 Rp 26,250.00 0.035 oh Kepala Tukang Rp 85,000.00 Rp 2,975.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 70 1 M2 PASANG LANTAI KERAMIK 20 X 20 CM Rp 310,293.00 Bahan 1.000 M2 Keramik 20 x 20 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.620 oh Pekerja Rp 60,000.00 Rp 37,200.00 0.350 oh Tukang Batu Rp 75,000.00 Rp 26,250.00 0.035 oh Kepala Tukang Rp 85,000.00 Rp 2,975.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 71 1 M2 PASANG LANTAI KERAMIK 20 X 25 CM Rp 310,293.00 Bahan 1.000 M2 Keramik 20 x 25 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.620 oh Pekerja Rp 60,000.00 Rp 37,200.00 0.350 oh Tukang Batu Rp 75,000.00 Rp 26,250.00 0.035 oh Kepala Tukang Rp 85,000.00 Rp 2,975.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 72 1 M2 PASANG LANTAI KERAMIK 40 x 40 CM Rp 313,416.86 Bahan 1.000 M2 Keramik 40 x 40 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.672 oh Pekerja Rp 60,000.00 Rp 40,320.00 0.350 oh Tukang Batu Rp 75,000.00 Rp 26,250.00 0.035 oh Kepala Tukang Rp 85,000.00 Rp 2,975.00 0.030 oh Mandor Rp 90,000.00 Rp 2,703.86 73 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM Rp 310,293.00 Bahan 1.000 M2 Keramik 30 x 30 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.620 oh Pekerja Rp 60,000.00 Rp 37,200.00 0.350 oh Tukang Batu Rp 75,000.00 Rp 26,250.00 0.035 oh Kepala Tukang Rp 85,000.00 Rp 2,975.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 74 1 M2 PASANG DINDING KERAMIK 20 x 25 CM Rp 277,555.00 Bahan 1.000 M2 Keramik 20 x 25 cm Rp 130,000.00 Rp 130,000.00 9.300 Kg Semen Portland Rp 3,600.00 Rp 33,480.00 0.018 M3 Pasir Pasang Rp 1,350,000.00 Rp 24,300.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.600 oh Pekerja Rp 60,000.00 Rp 36,000.00 0.450 oh Tukang Batu Rp 75,000.00 Rp 33,750.00 0.045 oh Kepala Tukang Rp 85,000.00 Rp 3,825.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 75 1 M' PASANG PLINT KERAMIK 10 x 40 CM Rp 162,555.00 Bahan 2.500 BH Keramik 10 x 40 cm Rp 6,000.00 Rp 15,000.00 9.300 Kg Semen Portland Rp 3,600.00 Rp 33,480.00 0.018 M3 Pasir Pasang Rp 1,350,000.00 Rp 24,300.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.600 oh Pekerja Rp 60,000.00 Rp 36,000.00 0.450 oh Tukang Batu Rp 75,000.00 Rp 33,750.00 0.045 oh Kepala Tukang Rp 85,000.00 Rp 3,825.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 76 1 M' PASANG PLINT KERAMIK 10 x 20 CM Rp 102,435.00 Bahan 5.000 Bh Keramik 10 x 20 cm Rp 3,000.00 Rp 15,000.00 1.650 Kg Semen Portland Rp 3,600.00 Rp 5,940.00 0.003 M3 Pasir Pasang Rp 1,350,000.00 Rp 4,320.00 Page 13 of 26 Analisa Harga Satuan
  • 47. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.100 Kg Semen Warna Rp 9,000.00 Rp 900.00 Tenaga 0.600 oh Pekerja Rp 60,000.00 Rp 36,000.00 0.450 oh Tukang Batu Rp 75,000.00 Rp 33,750.00 0.045 oh Kepala Tukang Rp 85,000.00 Rp 3,825.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 77 1 M' PASANG PLINT KERAMIK 10 x 30 CM Rp 102,586.50 Bahan 3.330 Bh Keramik 10 x 40 cm Rp 4,550.00 Rp 15,151.50 1.650 Kg Semen Portland Rp 3,600.00 Rp 5,940.00 0.003 M3 Pasir Pasang Rp 1,350,000.00 Rp 4,320.00 0.100 Kg Semen Warna Rp 9,000.00 Rp 900.00 Tenaga 0.600 oh Pekerja Rp 60,000.00 Rp 36,000.00 0.450 oh Tukang Batu Rp 75,000.00 Rp 33,750.00 0.045 oh Kepala Tukang Rp 85,000.00 Rp 3,825.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 78 1 M' PASANG PLINT LENGKUNG Rp 257,555.00 Bahan 1.000 M' Keramik 10 x 40 cm Rp 110,000.00 Rp 110,000.00 9.300 Kg Semen Portland Rp 3,600.00 Rp 33,480.00 0.018 M3 Pasir Pasang Rp 1,350,000.00 Rp 24,300.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.600 oh Pekerja Rp 60,000.00 Rp 36,000.00 0.450 oh Tukang Batu Rp 75,000.00 Rp 33,750.00 0.045 oh Kepala Tukang Rp 85,000.00 Rp 3,825.00 0.030 oh Mandor Rp 90,000.00 Rp 2,700.00 79 1 M2 PEK. WATERPROOFING Rp 342,760.00 Bahan 5.000 Kg Bahan Waterproof Rp 65,000.00 Rp 325,000.00 Tenaga 0.120 oh Pekerja Rp 60,000.00 Rp 7,200.00 0.120 oh Tukang Batu Rp 75,000.00 Rp 9,000.00 0.012 oh Kepala Tukang Rp 85,000.00 Rp 1,020.00 0.006 oh Mandor Rp 90,000.00 Rp 540.00 Page 14 of 26 Analisa Harga Satuan
  • 48. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 80 1 M' SELOKAN PERSEGI / DIPLESTER 1 : 3 Rp 139,960.00 10 M' Selokan Persegi/Plaster 1 : 3 Rp 1,399,600.00 Bahan 60.000 Bh Batu Tela Rp 4,500.00 Rp 270,000.00 101.000 Kg Semen PC Rp 3,600.00 Rp 363,600.00 0.252 m3 Pasir Pasang Rp 1,350,000.00 Rp 340,200.00 Tenaga 5.000 Pekerja Rp 60,000.00 Rp 300,000.00 1.200 Tukang Batu Rp 75,000.00 Rp 90,000.00 0.400 Kepala Tukang Rp 85,000.00 Rp 34,000.00 0.020 Mandor Rp 90,000.00 Rp 1,800.00 81 1 M' TALANG / JURAI DALAM SENG PLAT BJLS 0.30 Rp. 65,465.00 Bahan 0.400 Lbr Seng Plat BJLS 0.30 Rp. 55,000.00 Rp. 22,000.00 0.004 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 12,800.00 0.050 Kg Paku Seng Rp. 35,000.00 Rp. 1,750.00 Tenaga 0.125 h.o Pekerja Rp. 60,000.00 Rp. 7,500.00 0.250 h.o Tukang Rp. 75,000.00 Rp. 18,750.00 0.025 h.o Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.006 h.o Mandor Rp. 90,000.00 Rp. 540.00 82 1 M' BUBUNGAN/ NOK ATAP SPAN DECK Rp. 32,485.00 Bahan 1.100 M' Nok Span Deck Rp. 16,800.00 Rp. 18,480.00 0.040 Kg Paku Seng Rp. 35,000.00 Rp. 1,400.00 Tenaga 0.075 oh Pekerja Rp. 60,000.00 Rp. 4,500.00 0.075 oh Tukang kayu Rp. 75,000.00 Rp. 5,625.00 0.008 oh Kep. Tukang Rp. 85,000.00 Rp. 680.00 0.020 oh Mandor Rp. 90,000.00 Rp. 1,800.00 83 1 M2 ATAP SPAN DECK Rp. 218,150.00 Bahan 1.100 m2 Atap Span Deck Rp. 145,000.00 Rp. 159,500.00 6.000 Bh Paku Sekrup Rp. 250.00 Rp. 1,500.00 Tenaga 0.200 oh Pekerja Rp. 60,000.00 Rp. 12,000.00 0.250 oh Tukang kayu Rp. 75,000.00 Rp. 18,750.00 0.300 oh Kep. Tukang Rp. 85,000.00 Rp. 25,500.00 0.010 oh Mandor Rp. 90,000.00 Rp. 900.00 Page 15 of 26 Analisa Harga Satuan
  • 49. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 84 1 M' PAS. TALANG MIRING SENG PLAT BJLS 0.30 Rp. 124,062.50 Bahan 0.700 Lbr Seng Plat BJLS 0.30( 3" X 6" ) Rp. 55,000.00 Rp. 38,500.00 0.019 m3 Papan Kayu Klas II ( Matoa ) Rp. 2,100,000.00 39,900.00 0.015 m3 Paku Seng Rp. 35,000.00 Rp. 525.00 0.300 Kg Meni Rp. 35,000.00 Rp. 10,500.00 Tenaga 0.040 oh Pekerja Rp. 60,000.00 Rp. 2,400.00 0.400 oh Tukang kayu Rp. 75,000.00 Rp. 30,000.00 0.025 oh Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.001 oh Mandor Rp. 90,000.00 Rp. 112.50 85 1 M2 ATAP SENG GELOMBANG BJLS 0.30 Rp. 83,450.00 Bahan 0.700 Lbr Seng Gel. BJLS 0.30 ( 3" x 6" ) Rp. 100,000.00 Rp. 70,000.00 0.020 Kg Paku Seng Rp. 35,000.00 Rp. 700.00 Tenaga 0.120 oh Pekerja Rp. 60,000.00 Rp. 7,200.00 0.060 oh Tukang kayu Rp. 75,000.00 Rp. 4,500.00 0.006 oh Kep. Tukang Rp. 85,000.00 Rp. 510.00 0.006 oh Mandor Rp. 90,000.00 Rp. 540.00 86 1 M2 NOK ATAP SENG BJLS 0.30 Rp. 33,370.00 Bahan 0.300 Lbr Seng plat. BJLS 0.30 ( 3 " x 6 " ) Rp. 55,000.00 Rp. 16,500.00 0.040 Kg Paku Seng Rp. 35,000.00 Rp. 1,400.00 Tenaga 0.150 oh Pekerja Rp. 60,000.00 Rp. 9,000.00 0.070 oh Tukang kayu Rp. 75,000.00 Rp. 5,250.00 0.008 oh Kep. Tukang Rp. 85,000.00 Rp. 680.00 0.006 oh Mandor Rp. 90,000.00 Rp. 540.00 88 1 M2 PASANG ALUMINIUM FOIL Rp. 31,045.00 Bahan 1.050 M2 Aluminium Foil Rp. 15,000.00 Rp. 15,750.00 0.040 Kg Paku Rp. 35,000.00 Rp. 1,400.00 Tenaga 0.150 oh Pekerja Rp. 60,000.00 Rp. 9,000.00 0.050 oh Tukang kayu Rp. 75,000.00 Rp. 3,750.00 0.005 oh Kep. Tukang Rp. 85,000.00 Rp. 425.00 0.008 oh Mandor Rp. 90,000.00 Rp. 720.00 89 1 M2 PASANG KARET PELAPIS ATAP Rp. 40,495.00 Bahan 1.050 M2 Karet Pelapis Rp. 24,000.00 Rp. 25,200.00 0.040 Kg Paku Rp. 35,000.00 Rp. 1,400.00 Tenaga 0.150 oh Pekerja Rp. 60,000.00 Rp. 9,000.00 0.050 oh Tukang kayu Rp. 75,000.00 Rp. 3,750.00 0.005 oh Kep. Tukang Rp. 85,000.00 Rp. 425.00 0.008 oh Mandor Rp. 90,000.00 Rp. 720.00 90 1 M2 ATAP GENTENG MULTI ROOF Rp. 189,940.00 Bahan 1.300 Lbr Genteng Metal Roof Rp. 125,000.00 Rp. 162,500.00 0.200 Kg Paku anti karat Rp. 35,000.00 Rp. 7,000.00 Tenaga 0.200 oh Pekerja Rp. 60,000.00 Rp. 12,000.00 0.100 oh Tukang kayu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.001 oh Mandor Rp. 90,000.00 Rp. 90.00 91 1 M' NOK MULTI ROOF Rp. 242,695.00 Bahan 2.500 bh Nok Genteng Multi Roof Rp. 45,000.00 Rp. 112,500.00 2.000 bh Wallflashing Rp. 50,000.00 Rp. 100,000.00 0.050 Kg Paku anti karat Rp. 30,000.00 Rp. 1,500.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.150 oh Tukang kayu Rp. 75,000.00 Rp. 11,250.00 0.015 oh Kep. Tukang Rp. 85,000.00 Rp. 1,275.00 0.013 oh Mandor Rp. 90,000.00 Rp. 1,170.00 90 1 M2 ATAP GALVALUME Rp. 188,340.00 Bahan 1.100 Lbr Atap Galvalume 4mm Rp. 145,000.00 Rp. 159,500.00 7.000 bh Paku anti karat Rp. 1,200.00 Rp. 8,400.00 Page 16 of 26 Analisa Harga Satuan
  • 50. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH Tenaga 0.200 oh Pekerja Rp. 60,000.00 Rp. 12,000.00 0.100 oh Tukang kayu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.001 oh Mandor Rp. 90,000.00 Rp. 90.00 91 1 M' NOK GALVALUME Rp. 73,095.00 Bahan 2.500 Lbr Nok Galvalume Rp. 16,800.00 Rp. 42,000.00 2.000 bh Paku anti karat Rp. 1,200.00 Rp. 2,400.00 Tenaga 0.250 oh Pekerja Rp. 60,000.00 Rp. 15,000.00 0.150 oh Tukang kayu Rp. 75,000.00 Rp. 11,250.00 0.015 oh Kep. Tukang Rp. 85,000.00 Rp. 1,275.00 0.013 oh Mandor Rp. 90,000.00 Rp. 1,170.00 92 1 M3 RANGKA KUDA-KUDA KAYU BESI 6/12 Rp. 5,179,000.00 Bahan 1.100 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 3,520,000.00 15.000 Kg Besi Strip Rp. 25,000.00 Rp. 375,000.00 0.800 Kg Paku Kayu Rp. 30,000.00 Rp. 24,000.00 Upah ` 4.000 oh Pekerja Rp. 60,000.00 Rp. 240,000.00 12.000 oh Tukang Rp. 75,000.00 Rp. 900,000.00 1.200 oh Kep. Tukang Rp. 85,000.00 Rp. 102,000.00 0.200 oh Mandor Rp. 90,000.00 Rp. 18,000.00 93 1 M3 RANGKA GORDING KAYU MATOA 5/10 Rp. 3,356,500.00 Bahan 1.100 m3 Balok Kayu Matoa Rp. 2,100,000.00 Rp. 2,310,000.00 0.600 Kg Paku Kayu Rp. 30,000.00 Rp. 18,000.00 Tenaga 3.000 oh Pekerja Rp. 60,000.00 Rp. 180,000.00 10.000 oh Tukang Rp. 75,000.00 Rp. 750,000.00 1.000 oh Kep. Tukang Rp. 85,000.00 Rp. 85,000.00 0.150 oh Mandor Rp. 90,000.00 Rp. 13,500.00 94 1 M2 PASANG KASO + RING Rp. 64,100.00 Bahan 0.014 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 44,800.00 0.150 Kg Paku Kayu Rp. 30,000.00 Rp. 4,500.00 Tenag 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.100 oh Tukang Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 95 1M' PEKERJAAN LISTPLANK 2 x 2/20 Rp. 48,170.00 Bahan 0.009 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 27,520.00 0.060 Kg Paku Kayu Rp. 30,000.00 Rp. 1,800.00 Tenaga 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.100 oh Tukang Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kep. Tukang Rp. 85,000.00 Rp. 850.00 0.050 oh Mandor Rp. 90,000.00 Rp. 4,500.00 96 1M' PEKERJAAN LISTPLANK 2 x 3/20 Rp. 84,791.42 Bahan 0.015 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 46,400.00 0.060 Kg Paku Kayu Rp. 30,000.00 Rp. 1,800.00 Tenaga 0.150 oh Pekerja Rp. 60,000.00 Rp. 9,000.00 0.250 oh Tukang Rp. 75,000.00 Rp. 18,750.00 0.025 oh Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.075 oh Mandor Rp. 90,000.00 Rp. 6,716.42 97 1M' PEKERJAAN LISTPLANK 3 x 30 Rp. 62,110.00 Bahan 0.011 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 35,200.00 0.050 Kg Paku Kayu Rp. 30,000.00 Rp. 1,500.00 Tenaga 0.110 oh Pekerja Rp. 60,000.00 Rp. 6,600.00 0.220 oh Tukang Rp. 75,000.00 Rp. 16,500.00 0.022 oh Kep. Tukang Rp. 85,000.00 Rp. 1,870.00 0.005 oh Mandor Rp. 90,000.00 Rp. 440.00 98 1M' PEKERJAAN LISTPLANK 3 x 20 Rp. 47,690.00 Bahan 0.007 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 23,040.00 0.050 Kg Paku Kayu Rp. 30,000.00 Rp. 1,500.00 Tenaga 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 Page 17 of 26 Analisa Harga Satuan
  • 51. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.200 oh Tukang Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kep. Tukang Rp. 85,000.00 Rp. 1,700.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 99 1 M2 PLAFOND GIPSUM 9 MM + RANGKA Rp. 148,465.00 Bahan 0.364 Lbr Gypsum Board ( 120 x 240 x 9 ) mm Rp. 125,000.00 Rp. 45,500.00 0.023 m3 Balok Rangka Kayu Matoa Rp. 2,100,000.00 Rp. 48,300.00 0.110 Kg Paku sekrup Rp. 35,000.00 Rp. 3,850.00 Tenaga 0.270 oh Pekerja Rp. 60,000.00 Rp. 16,200.00 0.400 oh Tukang Rp. 75,000.00 Rp. 30,000.00 0.040 oh Kep. Tukang Rp. 85,000.00 Rp. 3,400.00 0.014 oh Mandor Rp. 90,000.00 Rp. 1,215.00 100 1 M2 PLAFOND TRIPLEKS 4 mm + RANGKA Rp. 150,715.00 Bahan 0.390 Lbr Tripleks 4 mm ( 122 x 244 ) Rp. 125,000.00 Rp. 48,750.00 0.023 m3 Balok Rangka Kayu matoa Rp. 2,100,000.00 Rp. 48,300.00 0.030 Kg Paku tripleks Rp. 35,000.00 Rp. 1,050.00 0.060 Kg Paku biasa 2"-5" Rp. 30,000.00 Rp. 1,800.00 Tenaga 0.270 oh Pekerja Rp. 60,000.00 Rp. 16,200.00 0.400 oh Tukang Rp. 75,000.00 Rp. 30,000.00 0.040 oh Kep. Tukang Rp. 85,000.00 Rp. 3,400.00 0.014 oh Mandor Rp. 90,000.00 Rp. 1,215.00 101 1 M2 PLAFOND TRIPLEKS 4 mm Rp. 81,550.00 Bahan 0.390 Lbr Tripleks 4 mm ( 122 x 244 ) Rp. 130,000.00 Rp. 50,700.00 0.030 Kg Paku tripleks Rp. 9,000.00 Rp. 270.00 Tenaga 0.140 oh Pekerja Rp. 60,000.00 Rp. 8,400.00 0.250 oh Tukang Rp. 75,000.00 Rp. 18,750.00 0.025 oh Kep. Tukang Rp. 85,000.00 Rp. 2,125.00 0.015 oh Mandor Rp. 90,000.00 Rp. 1,305.00 101 1 M' LIST KAYU PROFIL Rp. 14,300.00 Bahan 1.100 Lbr List kayu profil Rp. 6,000.00 Rp. 6,600.00 0.010 Kg paku Rp. 30,000.00 Rp. 300.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.050 oh Tukang Rp. 75,000.00 Rp. 3,750.00 0.005 oh Kep. Tukang Rp. 85,000.00 Rp. 425.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 102 1 M' PASANG LIST PLAFOND PROFIL GYPSUM Rp. 29,795.00 Bahan 1.100 m' List Profil Gypsum Rp. 20,000.00 Rp. 22,000.00 0.010 Kg Paku Sekrup Rp. 35,000.00 Rp. 350.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.050 oh Tukang Rp. 75,000.00 Rp. 3,750.00 0.005 oh Kep. Tukang Rp. 85,000.00 Rp. 425.00 0.003 oh Mandor Rp. 90,000.00 Rp. 270.00 103 1 M3 PASANG KOSEN KAYU BESI PINTU DAN JENDELA Rp. 5,747,000.00 Bahan 1.200 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 3,840,000.00 Tenaga 6.000 oh Pekerja Rp. 60,000.00 Rp. 360,000.00 18.000 oh Tukang kayu Rp. 75,000.00 Rp. 1,350,000.00 2.000 oh Kep. Tukang Rp. 85,000.00 Rp. 170,000.00 0.300 oh Mandor Rp. 90,000.00 Rp. 27,000.00 1 1 M3 KOLOM KAYU BESI 10/10 Rp. 5,043,813.91 Bahan 1.200 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 3,840,000.00 0.600 Kg Paku Kayu Rp. 30,000.00 Rp. 18,000.00 Tenaga 3.500 oh Pekerja Rp. 60,000.00 Rp. 210,000.00 11.500 oh Tukang Rp. 75,000.00 Rp. 862,500.00 1.150 oh Kep. Tukang Rp. 85,000.00 Rp. 97,750.00 0.173 oh Mandor Rp. 90,000.00 Rp. 15,563.91 104 1 M3 PASANG KUDA-KUDA EKSPOSE Rp. 5,669,250.00 Bahan 1.200 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 3,840,000.00 15.000 Kg Besi Strip Rp. 25,000.00 Rp. 375,000.00 0.800 Kg Paku Kayu Rp. 30,000.00 Rp. 24,000.00 Tenaga Page 18 of 26 Analisa Harga Satuan
  • 52. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 4.500 oh Pekerja Rp. 60,000.00 Rp. 270,000.00 13.500 oh Tukang kayu Rp. 75,000.00 Rp. 1,012,500.00 1.500 oh Kep. Tukang Rp. 85,000.00 Rp. 127,500.00 0.225 oh Mandor Rp. 90,000.00 Rp. 20,250.00 105 1 M3 RANGKA GORDING KAYU BESI DIEKSPOSE Rp. 5,043,813.91 Bahan 1.200 m3 Balok Kayu Besi Rp. 3,200,000.00 Rp. 3,840,000.00 0.600 Kg Paku Kayu Rp. 30,000.00 Rp. 18,000.00 Tenaga 3.500 oh Pekerja Rp. 60,000.00 Rp. 210,000.00 11.500 oh Tukang Rp. 75,000.00 Rp. 862,500.00 1.150 oh Kep. Tukang Rp. 85,000.00 Rp. 97,750.00 0.173 oh Mandor Rp. 90,000.00 Rp. 15,563.91 106 1 M2 PINTU PANIL PAPAN KAYU Rp. 401,250.00 Bahan 0.040 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 128,000.00 Tenaga 1.000 oh Pekerja Rp. 60,000.00 Rp. 60,000.00 2.500 oh Tukang Rp. 75,000.00 Rp. 187,500.00 0.250 oh Kep. Tukang Rp. 85,000.00 Rp. 21,250.00 0.050 oh Mandor Rp. 90,000.00 Rp. 4,500.00 111 1 M2 DINDING PAPAN KAYU BESI Rp. 388,740.00 Bahan 0.040 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 128,000.00 0.600 Kg Paku Kayu Rp. 30,000.00 Rp. 18,000.00 Tenaga 1.200 oh Pekerja Rp. 60,000.00 Rp. 72,000.00 1.950 oh Tukang Rp. 75,000.00 Rp. 146,250.00 0.214 oh Kep. Tukang Rp. 85,000.00 Rp. 18,190.00 0.070 oh Mandor Rp. 90,000.00 Rp. 6,300.00 107 1 M2 PINTU/JENDELA KACA PAPAN KAYU BESI Rp. 672,500.00 Bahan 0.035 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 112,000.00 1.100 m2 Kaca polos 5 mm Rp. 310,000.00 Rp. 341,000.00 0.030 Kg Paku Rp. 30,000.00 Rp. 900.00 Tenaga 0.800 oh Pekerja Rp. 60,000.00 Rp. 48,000.00 2.000 oh Tukang Rp. 75,000.00 Rp. 150,000.00 0.200 oh Kep. Tukang Rp. 85,000.00 Rp. 17,000.00 0.040 oh Mandor Rp. 90,000.00 Rp. 3,600.00 108 1 M2 PINTU PANIL PAPAN KAYU LAPIS SENG Rp. 399,750.00 Bahan 0.040 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 128,000.00 0.500 Lbr Seng Aluminium Rp. 130,000.00 Rp. 65,000.00 0.030 Kg Paku seng Rp. 35,000.00 Rp. 1,050.00 Tenaga 0.600 oh Pekerja Rp. 60,000.00 Rp. 36,000.00 2.000 oh Tukang Rp. 75,000.00 Rp. 150,000.00 0.200 oh Kep. Tukang Rp. 85,000.00 Rp. 17,000.00 0.030 oh Mandor Rp. 90,000.00 Rp. 2,700.00 109 1 M2 PINTU TEAKWOOD LAPIS SENG ALUMINIUM Rp. 488,470.00 Bahan 1.000 Lbr Teakwood 4 mm ( 4 " x 8 " ) Rp. 145,000.00 Rp. 145,000.00 0.500 Lbr Seng Aluminium ( 4 " x 8 " ) Rp. 130,000.00 Rp. 65,000.00 0.020 m3 Rangka papan kayu Besi Rp. 3,200,000.00 Rp. 62,720.00 0.030 Kg Paku Rp. 35,000.00 Rp. 1,050.00 0.300 Ltr Lem kayu Rp. 30,000.00 Rp. 9,000.00 Tenaga 0.600 oh Pekerja Rp. 60,000.00 Rp. 36,000.00 2.000 oh Tukang Rp. 75,000.00 Rp. 150,000.00 0.200 oh Kep. Tukang Rp. 85,000.00 Rp. 17,000.00 0.030 oh Mandor Rp. 90,000.00 Rp. 2,700.00 110 1 M2 PINTU DOUBLE TEAKWOOD Rp. 457,220.00 Bahan 1.000 Lbr Teakwood 4 mm Rp. 145,000.00 Rp. 145,000.00 0.020 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 62,720.00 0.300 Kg Paku Rp. 35,000.00 Rp. 10,500.00 0.300 Ltr Lem kayu Rp. 30,000.00 Rp. 9,000.00 Tenaga 0.600 oh Pekerja Rp. 60,000.00 Rp. 36,000.00 2.000 oh Tukang Rp. 75,000.00 Rp. 150,000.00 0.200 oh Kep. Tukang Rp. 85,000.00 Rp. 17,000.00 0.300 oh Mandor Rp. 90,000.00 Rp. 27,000.00 111 1 M2 PINTU KLAMP KAYU BESI Rp. 227,245.00 Bahan Page 19 of 26 Analisa Harga Satuan
  • 53. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.036 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 115,200.00 0.050 Kg Paku biasa Rp. 35,000.00 Rp. 1,750.00 Tenaga 0.350 oh Pekerja Rp. 60,000.00 Rp. 21,000.00 1.050 oh Tukang Rp. 75,000.00 Rp. 78,750.00 0.105 oh Kep. Tukang Rp. 85,000.00 Rp. 8,925.00 0.018 oh Mandor Rp. 90,000.00 Rp. 1,620.00 112 1 M2 JENDELA PANIL KAYU BESI Rp. 411,750.00 Bahan 0.040 m3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 128,000.00 0.300 Kg Paku Campuran Rp. 35,000.00 Rp. 10,500.00 Tenaga 1.000 oh Pekerja Rp. 60,000.00 Rp. 60,000.00 2.500 oh Tukang Rp. 75,000.00 Rp. 187,500.00 0.250 oh Kep. Tukang Rp. 85,000.00 Rp. 21,250.00 0.050 oh Mandor Rp. 90,000.00 Rp. 4,500.00 113 1 M2 PASANG KACA, TEBAL 5 MM Rp. 402,350.00 Bahan 1.100 m2 Kaca bening 5 mm Rp. 310,000.00 Rp. 341,000.00 4.000 m' List Kaca Rp. 3,500.00 Rp. 14,000.00 0.030 kg Paku Campur Rp. 35,000.00 Rp. 1,050.00 Tenaga 0.200 oh Pekerja Rp. 60,000.00 Rp. 12,000.00 0.400 oh Tukang Rp. 75,000.00 Rp. 30,000.00 0.040 oh Kep. Tukang Rp. 85,000.00 Rp. 3,400.00 0.010 oh Mandor Rp. 90,000.00 Rp. 900.00 114 1 M2 PEKERJAAN VENTILASI KACA MATI Rp. 369,542.50 Bahan 1.100 m2 Kaca bening 5 mm Rp. 310,000.00 Rp. 341,000.00 4.000 m' List Kaca Rp. 3,500.00 Rp. 14,000.00 0.030 Kg Paku Lis Rp. 35,000.00 Rp. 1,050.00 Tenaga 0.015 oh Pekerja Rp. 60,000.00 Rp. 900.00 0.150 oh Tukang Rp. 75,000.00 Rp. 11,250.00 0.015 oh Kep. Tukang Rp. 85,000.00 Rp. 1,275.00 0.001 oh Mandor Rp. 90,000.00 Rp. 67.50 115 1 M2 PASANG JALUSI MATI KUSEN KAYU Rp. 395,750.00 Bahan 0.060 M3 Papan Kayu Besi Rp. 3,200,000.00 Rp. 192,000.00 0.150 m3 Paku Kayu 1/2 - 1" Rp. 30,000.00 Rp. 4,500.00 Tenaga 0.500 oh Pekerja Rp. 60,000.00 Rp. 30,000.00 2.000 oh Tukang kayu Rp. 75,000.00 Rp. 150,000.00 0.200 oh Kep. Tukang Rp. 85,000.00 Rp. 17,000.00 0.025 oh Mandor Rp. 90,000.00 Rp. 2,250.00 116 1 M2 PASANG PINTU BESI BAJA Rp. 1,476,155.00 Bahan 1.000 M2 Pintu besi baja Rp. 1,100,000.00 Rp. 1,100,000.00 4.000 M' Besi siku 50x50x5 Rp. 45,000.00 Rp. 180,000.00 20.000 Btg Kawat las RD 42 Rp. 5,000.00 Rp. 100,000.00 Tenaga 0.650 oh Pekerja Rp. 60,000.00 Rp. 39,000.00 0.650 oh Tukang besi Rp. 75,000.00 Rp. 48,750.00 0.065 oh Kep. Tukang Rp. 85,000.00 Rp. 5,525.00 0.032 oh Mandor Rp. 90,000.00 Rp. 2,880.00 117 1 M2 MENCUCI BID.PERMUKAAN TEMBOK YG PERNAH DICAT Rp. 9,975.00 Bahan 0.050 Kg Sabun Rp 15,000.00 Rp 750.00 Tenaga 0.150 oh Pekerja Rp 60,000.00 Rp 9,000.00 0.003 oh Mandor Rp 90,000.00 Rp 225.00 118 1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DGN CARA MANUAL Rp. 9,975.00 Bahan 0.050 Kg Sabun Rp 15,000.00 Rp 750.00 Tenaga 0.150 oh Pekerja Rp 60,000.00 Rp 9,000.00 0.003 oh Mandor Rp 90,000.00 Rp 225.00 119 1 M2 MENYABUN PERMUKAAN TEMBOK LAMA Rp. 9,975.00 Page 20 of 26 Analisa Harga Satuan
  • 54. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH Bahan 0.050 Kg Sabun Rp 15,000.00 Rp 750.00 Tenaga 0.150 oh Pekerja Rp 60,000.00 Rp 9,000.00 0.003 oh Mandor Rp 90,000.00 Rp 225.00 120 1 M2 MENGEROK KARAT/CAT LAMA PERMUK. BAJA DGN PANCAR PASIR Rp. 1,029,000.00 Bahan 40.000 Kg Pasir silika Rp 2,000.00 Rp 80,000.00 10.000 Ltr BBM Rp 12,000.00 Rp 120,000.00 Tenaga 1.600 oh Pekerja Rp 60,000.00 Rp 96,000.00 1.600 oh Tukang Cat Rp 75,000.00 Rp 120,000.00 0.800 oh Kepala Tukang Rp 85,000.00 Rp 68,000.00 0.500 oh Mandor Rp 90,000.00 Rp 45,000.00 Peralatan 1.000 sw/ Kompressor,blasting pot,selang, Rp 500,000.00 Rp 500,000.00 Hr dan nozzle 121 1 M2 PEK.CAT DASAR / MENI 1 X Rp. 17,707.00 10 M2 Cat Dasar / Meni 1 X Rp 177,070.00 Bahan 1.200 Kg Cat Meni Rp 35,000.00 Rp 42,000.00 0.200 ltr Minyak Cat Rp 25,000.00 Rp 5,000.00 0.200 bh kuas Rp 17,000.00 Rp 3,400.00 Tenaga 0.670 Pekerja Rp 60,000.00 Rp 40,200.00 1.000 Tukang Cat Rp 75,000.00 Rp 75,000.00 0.100 Kepala Tukang Rp 85,000.00 Rp 8,500.00 0.033 Mandor Rp 90,000.00 Rp 2,970.00 122 1 M2 MENDEMPUL DAN MENGGOSOK KAYU Rp. 12,970.00 Bahan 0.080 Kg Dempul Jadi Rp. 24,000.00 Rp. 1,920.00 0.200 Kg Minyak Cat Rp. 25,000.00 Rp. 5,000.00 0.010 Kg Batu Apung Rp. 8,500.00 Rp. 85.00 Tenaga 0.040 oh Pekerja Rp. 60,000.00 Rp. 2,400.00 0.040 oh Tukung cat Rp. 75,000.00 Rp. 3,000.00 0.004 oh Kepala Tukang Rp. 85,000.00 Rp. 340.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 123 1 M2 PENGECATAN BIDANG KAYU LAMA Rp. 36,387.50 Bahan 0.150 Kg Plamir kayu ( Dempul ) Rp. 24,000.00 Rp. 3,600.00 0.170 Kg Cat Dasar Mowilex Rp. 65,000.00 Rp. 11,050.00 0.170 Kg Cat penutup 2 x Mowilex Rp. 65,000.00 Rp. 11,050.00 Tenaga 0.070 oh Pekerja Rp. 60,000.00 Rp. 4,200.00 0.075 oh Tukung cat Rp. 75,000.00 Rp. 5,625.00 0.008 oh Kepala Tukang Rp. 85,000.00 Rp. 637.50 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 124 1 M2 PENGECATAN BIDANG KAYU BARU Rp. 44,160.00 (1 lapis plamir, 1 lapis cat dasar, 2 lp cat penutup) Bahan 0.200 Kg Cat Meni Rp. 35,000.00 Rp. 7,000.00 0.150 Kg Plamir Rp. 24,000.00 Rp. 3,600.00 0.170 Kg Cat Dasar Mowilex Rp. 65,000.00 Rp. 11,050.00 0.260 Kg Cat penutup 2 x Mowilex Rp. 65,000.00 Rp. 16,900.00 Tenaga 0.070 oh Pekerja Rp. 60,000.00 Rp. 4,200.00 0.009 oh Tukung cat Rp. 75,000.00 Rp. 675.00 0.006 oh Kepala Tukang Rp. 85,000.00 Rp. 510.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 125 1 M2 PENGECATAN BIDANG KAYU BARU Rp. 57,040.00 (1 lapis plamir, 1 lapis cat dasar, 3 lp cat penutup) Bahan 0.200 Kg Cat Meni Rp. 35,000.00 Rp. 7,000.00 0.150 Kg Plamir/dempul jadi Rp. 24,000.00 Rp. 3,600.00 0.170 Kg Cat Dasar Mowilex Rp. 65,000.00 Rp. 11,050.00 0.350 Kg Cat penutup 3 x Mowilex Rp. 65,000.00 Rp. 22,750.00 Tenaga 0.070 oh Pekerja Rp. 60,000.00 Rp. 4,200.00 0.105 oh Tukung cat Rp. 75,000.00 Rp. 7,875.00 0.004 oh Kepala Tukang Rp. 85,000.00 Rp. 340.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 126 1 M2 PENGECATAN BIDANG KAYU DENGAN TEAK OIL Rp. 32,505.00 Bahan Page 21 of 26 Analisa Harga Satuan
  • 55. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.360 Kg Teak Oil Rp. 55,000.00 Rp. 19,800.00 Tenaga 0.040 oh Pekerja Rp. 60,000.00 Rp. 2,400.00 0.063 oh Tukung cat Rp. 75,000.00 Rp. 4,725.00 0.063 oh Kepala Tukang Rp. 85,000.00 Rp. 5,355.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 127 1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR Rp. 46,812.91 Bahan 0.150 Kg Politur Rp. 55,000.00 Rp. 8,250.00 0.372 Kg Politur jadi Rp. 55,000.00 Rp. 20,460.00 2.000 Lbr Kertas Ampelas Rp. 6,000.00 Rp. 12,000.00 Tenaga 0.060 oh Tukung Cat Rp. 75,000.00 Rp. 4,500.00 0.016 oh Kepala Tukang Rp. 85,000.00 Rp. 1,378.38 0.002 oh Mandor Rp. 90,000.00 Rp. 224.53 128 1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER Rp. 17,040.00 Bahan 0.350 Kg Residu atau Ter Rp. 30,000.00 Rp. 10,500.00 Tenaga 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.006 oh Mandor Rp. 90,000.00 Rp. 540.00 129 1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS Rp. 31,905.00 Bahan 0.150 ltr Vernis Rp. 45,000.00 Rp. 6,750.00 0.050 Kg Dempul Rp. 24,000.00 Rp. 1,200.00 0.100 Lbr Ampelas Rp. 6,000.00 Rp. 600.00 0.010 Kg Kuas Rp. 17,000.00 Rp. 170.00 Tenaga 0.160 oh Pekerja Rp. 60,000.00 Rp. 9,600.00 0.160 oh Tukung cat Rp. 75,000.00 Rp. 12,000.00 0.016 oh Kepala Tukang Rp. 85,000.00 Rp. 1,360.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 130 1 M2 ACIAN TEMBOK Rp. 25,275.00 Bahan 1.250 Kg Semen Rp. 3,600.00 Rp. 4,500.00 Upah 0.075 h.o Pekerja Rp. 60,000.00 Rp. 4,500.00 0.120 h.o Tukang Cat Rp. 75,000.00 Rp. 9,000.00 0.075 h.o Kepala Tukang Rp. 85,000.00 Rp. 6,375.00 0.010 h.o Mandor Rp. 90,000.00 Rp. 900.00 131 1 M2 PENGECATAN BIDANG TEMBOK BARU BAGIAN LUAR Rp. 22,787.30 (1 lapis cat dasar, 2 lapis cat penutup) Bahan 0.100 Kg Cat Dasar Vinilex Rp. 40,000.00 Rp. 4,000.00 0.260 Kg Cat penutup 2 x Vinilex Rp. 40,000.00 Rp. 10,400.00 0.100 Kg Plamir Rp. 17,000.00 Rp. 1,700.00 Upah 0.020 oh Pekerja Rp. 60,000.00 Rp. 1,200.00 0.063 oh Tukung cat Rp. 75,000.00 Rp. 4,725.00 0.006 oh Kepala Tukang Rp. 85,000.00 Rp. 535.50 0.003 oh Mandor Rp. 90,000.00 Rp. 226.80 132 1 M2 PENGECATAN BIDANG TEMBOK BARU BAGIAN DALAM Rp. 22,787.30 (1 lapis plamir, 1 lapis cat dasar, 2 lp cat penutup) Bahan 0.100 Kg Cat Dasar Vinilex Rp. 40,000.00 Rp. 4,000.00 0.260 Kg Cat penutup 2 x Vinilex Rp. 40,000.00 Rp. 10,400.00 0.100 Kg Plamir Rp. 17,000.00 Rp. 1,700.00 Upah 0.020 oh Pekerja Rp. 60,000.00 Rp. 1,200.00 0.063 oh Tukung cat Rp. 75,000.00 Rp. 4,725.00 0.006 oh Kepala Tukang Rp. 85,000.00 Rp. 535.50 0.003 oh Mandor Rp. 90,000.00 Rp. 226.80 133 1 M2 PENGECATAN PLAFOND BARU ( 1 LAPIS CAT DASAR, 2 LAPIS Rp. 33,087.30 CAT PENUTUP ) Bahan 0.100 Kg Cat Dasar Vinilex Rp. 40,000.00 Rp. 4,000.00 0.260 Kg Cat Penutup 2 x Vinilex Rp. 40,000.00 Rp. 10,400.00 2.000 Lbr Amplas Rp. 6,000.00 Rp. 12,000.00 Upah 0.020 h.o Pekerja Rp. 60,000.00 Rp. 1,200.00 0.063 h.o Tukang Cat Rp. 75,000.00 Rp. 4,725.00 0.006 h.o Kepala Tukang Rp. 85,000.00 Rp. 535.50 0.003 h.o Mandor Rp. 90,000.00 Rp. 226.80 Page 22 of 26 Analisa Harga Satuan
  • 56. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 134 1 M2 PENGECATAN BIDANG TEMBOK LAMA DALAM Rp. 17,412.00 (1 lapis cat dasar, 2 lp cat penutup) Bahan 0.120 Kg Cat Dasar Mowilex Rp. 40,000.00 Rp. 4,800.00 0.180 Kg Cat penutup 2 x Mowilex Rp. 40,000.00 Rp. 7,200.00 Tenaga 0.028 oh Pekerja Rp. 60,000.00 Rp. 1,680.00 0.042 oh Tukung cat Rp. 75,000.00 Rp. 3,150.00 0.004 oh Kepala Tukang Rp. 85,000.00 Rp. 357.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 135 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI Rp. 22,470.00 Bahan 0.100 Kg Meni Besi Rp. 35,000.00 Rp. 3,500.00 0.010 Kg Kuas Rp. 17,000.00 Rp. 170.00 Tenaga 0.020 oh Pekerja Rp. 60,000.00 Rp. 1,200.00 0.200 oh Tukung cat Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kepala Tukang Rp. 85,000.00 Rp. 1,700.00 0.010 oh Mandor Rp. 90,000.00 Rp. 900.00 136 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG Rp. 26,090.00 Bahan 0.300 Kg Cat besi Mowilex Rp. 65,000.00 Rp. 19,500.00 0.010 Kg Kuas Rp. 17,000.00 Rp. 170.00 Tenaga 0.006 oh Pekerja Rp. 60,000.00 Rp. 360.00 0.060 oh Tukung cat Rp. 75,000.00 Rp. 4,500.00 0.012 oh Kepala Tukang Rp. 85,000.00 Rp. 1,020.00 0.006 oh Mandor Rp. 90,000.00 Rp. 540.00 137 1 Bh KUNCI TANAM KM Rp. 163,450.00 Bahan 1.000 Bh Kunci Tanam Kamar Mandi Rp. 125,000.00 Rp. 125,000.00 Tenaga 0.005 oh Pekerja Rp. 60,000.00 Rp. 300.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.005 oh Kepala Tukang Rp. 85,000.00 Rp. 425.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 138 1 Bh KUNCI TANAM ANTIK Rp. 253,970.00 Bahan 1.000 Bh Kunci Tanam Antik Rp. 200,000.00 Rp. 200,000.00 Tenaga 0.060 oh Pekerja Rp. 60,000.00 Rp. 3,600.00 0.600 oh Tukang Kayu Rp. 75,000.00 Rp. 45,000.00 0.060 oh Kepala Tukang Rp. 85,000.00 Rp. 5,100.00 0.003 oh Mandor Rp. 90,000.00 Rp. 270.00 139 1 Bh KUNCI TANAM BIASA Rp. 164,400.00 Bahan 1.000 Bh Kunci Tanam Yale Kecil Rp. 125,000.00 Rp. 125,000.00 Tenaga 0.010 oh Pekerja Rp. 60,000.00 Rp. 600.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 140 1 Bh KUNCI TANAM YALE BESAR 2 SLAAG Rp. 259,400.00 Bahan 1.000 Bh Kunci Tanam Yale 2 Slaag Rp. 220,000.00 Rp. 220,000.00 Tenaga 0.010 oh Pekerja Rp. 60,000.00 Rp. 600.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 141 1 Bh KUNCI SELINDER Rp. 133,450.00 Bahan 1.000 Bh Kunci Silinder Rp. 95,000.00 Rp. 95,000.00 Tenaga 0.005 oh Pekerja Rp. 60,000.00 Rp. 300.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.005 oh Kepala Tukang Rp. 85,000.00 Rp. 425.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 142 1 BH ENGSEL NYLON KUNINGAN PINTU Rp. 53,492.50 Bahan 1.000 Bh Engsel Pintu Rp. 40,000.00 Rp. 40,000.00 Tenaga 0.015 oh Pekerja Rp. 60,000.00 Rp. 900.00 0.150 oh Tukang Kayu Rp. 75,000.00 Rp. 11,250.00 0.015 oh Kepala Tukang Rp. 85,000.00 Rp. 1,275.00 Page 23 of 26 Analisa Harga Satuan
  • 57. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.001 oh Mandor Rp. 90,000.00 Rp. 67.50 143 1 Bh ENGSEL NYLON KUNINGAN JENDELA Rp. 38,995.00 Bahan 1.000 psg Engsel Jendela Rp. 30,000.00 Rp. 30,000.00 Tenaga 0.010 oh Pekerja Rp. 60,000.00 Rp. 600.00 0.100 oh Tukang Kayu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.001 oh Mandor Rp. 90,000.00 Rp. 45.00 144 1 Bh ENGSEL ANGIN Rp. 43,800.00 Bahan 1.000 psg Engsel Angin Rp. 25,000.00 Rp. 25,000.00 Tenaga 0.020 oh Pekerja Rp. 60,000.00 Rp. 1,200.00 0.200 oh Tukang Kayu Rp. 75,000.00 Rp. 15,000.00 0.020 oh Kepala Tukang Rp. 85,000.00 Rp. 1,700.00 0.010 oh Mandor Rp. 90,000.00 Rp. 900.00 145 1 Bh PASANG KAIT ANGIN Rp. 36,492.50 Bahan 1.000 Bh Kait Angin Rp. 23,000.00 Rp. 23,000.00 Tenaga 0.015 oh Pekerja Rp. 60,000.00 Rp. 900.00 0.150 oh Tukang Kayu Rp. 75,000.00 Rp. 11,250.00 0.015 oh Kepala Tukang Rp. 85,000.00 Rp. 1,275.00 0.001 oh Mandor Rp. 90,000.00 Rp. 67.50 146 1 Bh PASANG DOOR CLOSER Rp. 63,975.00 Bahan 1.000 Bh Door Closer Rp. 19,000.00 Rp. 19,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 147 1 Bh PASANG GRENDEL JENDELA Rp. 33,995.00 Bahan 1.000 Bh Grendel besar Rp. 25,000.00 Rp. 25,000.00 Tenaga 0.010 oh Pekerja Rp. 60,000.00 Rp. 600.00 0.100 oh Tukang Kayu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.001 oh Mandor Rp. 90,000.00 Rp. 45.00 148 1 BH PASANG PEGANGAN PINTU/DOOR HOLDER Rp. 144,975.00 Bahan 1.000 Bh Door Holder Rp. 100,000.00 Rp. 100,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 149 1 BH PASANG DOOR CLOSER Rp. 63,975.00 Bahan 1.000 Bh Door Closer Rp. 19,000.00 Rp. 19,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 150 1 BH PASANG DOOR STOP Rp. 34,395.00 Bahan 1.000 Bh Door Stop Rp. 20,000.00 Rp. 20,000.00 Tenaga 0.100 oh Pekerja Rp. 60,000.00 Rp. 6,000.00 0.100 oh Tukang Kayu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 Page 24 of 26 Analisa Harga Satuan
  • 58. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH 0.001 oh Mandor Rp. 90,000.00 Rp. 45.00 151 1 BH PASANG GRENDEL PINTU TANAM Rp. 119,975.00 Bahan 1.000 Bh Grendel pintu Rp. 75,000.00 Rp. 75,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 152 1 BUAH BAK CUCI PIRING STANLESS STEEL Rp. 1,009,475.00 Bahan 1.000 Bh Bak Cuci Stainless Steel Rp. 650,000.00 Rp. 650,000.00 1.000 Set Water Drain + Asesories Rp. 175,000.00 Rp. 175,000.00 20.000 Kg Semen Portland Rp. 3,600.00 Rp. 72,000.00 0.050 M3 Pasir Pasang Rp. 1,350,000.00 Rp. 67,500.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.500 oh Tukang Kayu Rp. 75,000.00 Rp. 37,500.00 0.050 oh Kepala Tukang Rp. 85,000.00 Rp. 4,250.00 0.003 oh Mandor Rp. 90,000.00 Rp. 225.00 153 1 BUAH KRAN DIAMETER 3/4" ATAU 1/2" Rp. 194,525.00 Bahan 1.000 Bh Kran Air Rp. 185,000.00 Rp. 185,000.00 0.025 Kg Seal Tape Rp. 5,000.00 Rp. 125.00 Tenaga 0.010 oh Pekerja Rp. 60,000.00 Rp. 600.00 0.100 oh Tukang Batu Rp. 75,000.00 Rp. 7,500.00 0.010 oh Kepala Tukang Rp. 85,000.00 Rp. 850.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 154 I M' PASANG TERALI BESI / GRILL Rp. 200,229.60 Bahan/M2 500,574.00 11.500 M' Besi Strip 2 x 3 Rp. 25,000.00 Rp. 287,500.00 10.000 Btg Kawat las Rp. 5,000.00 Rp. 50,000.00 Tenaga/M2 1.200 oh Pekerja Rp. 60,000.00 Rp. 72,000.00 1.200 oh Tukang Las Rp. 75,000.00 Rp. 90,000.00 0.012 oh Kepala Tukang Las Rp. 85,000.00 Rp. 1,020.00 0.0006 oh Mandor Rp. 90,000.00 Rp. 54.00 155 1 M 2 PASANG DINDING GLASSBLOCK 20 X 20 CM, Rp. 927,900.00 Bahan 25 Bh Glassblock 20x20 Rp. 30,000.00 Rp. 750,000.00 9.3 Kg Semen Abu-Abu Rp. 9,000.00 Rp. 83,700.00 0.018 M3 Pasir Pasang Rp. 1,350,000.00 Rp. 24,300.00 1.5 Kg Semen Warna Rp. 9,000.00 Rp. 13,500.00 Upah 0.6 oh Pekerja Rp. 40000 Rp. 24,000.00 0.45 oh Tukang Batu Rp. 60000 Rp. 27,000.00 0.045 oh Kepala Tukang Rp. 70000 Rp. 3,150.00 0.03 oh Mandor Rp. 75000 Rp. 2,250.00 156 1 M2 PASANG KERAMIK TEKSTUR 40 x 40 CM Rp 337,661.93 Bahan 1.000 M2 Keramik 40 x 40 cm Rp 130,000.00 Rp 130,000.00 11.380 Kg Semen Portland Rp 3,600.00 Rp 40,968.00 0.042 M3 Pasir Pasang Rp 1,350,000.00 Rp 56,700.00 1.500 Kg Semen Warna Rp 9,000.00 Rp 13,500.00 Tenaga 0.772 oh Pekerja Rp 60,000.00 Rp 46,320.00 0.550 oh Tukang Batu Rp 75,000.00 Rp 41,250.00 0.055 oh Kepala Tukang Rp 85,000.00 Rp 4,675.00 0.047 oh Mandor Rp 90,000.00 Rp 4,248.93 157 1 M2 PASANG LANTAI PAVING Rp. 417,950.00 Bahan 36.000 Bh. Paving Blok Tebal 8 Cm Rp. 6,000.00 Rp. 216,000.00 0.110 m3 Pasir Urug Rp. 1,350,000.00 Rp. 148,500.00 Tenaga 0.500 oh Pekerja Rp. 60,000.00 Rp. 30,000.00 0.250 oh Tukang Batu Rp. 75,000.00 Rp. 18,750.00 0.050 oh Kep. Tukang Rp. 85,000.00 Rp. 4,250.00 0.005 oh Mandor Rp. 90,000.00 Rp. 450.00 158 PEMASANGAN LAMPU SL 24 WATT Rp. 156,750.00 Page 25 of 26 Analisa Harga Satuan
  • 59. 1 2 3 4 NO URAIAN PEKERJAAN HARGA SATUAN JUMLAH Bahan 1.000 Bh Lampu SL 24 Watt Philips Rp. 135,000.00 Rp. 135,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.250 oh Tukang Listrik Rp. 75,000.00 Rp. 18,750.00 159 PEMASANGAN LAMPU SL 9 WATT Rp. 121,750.00 Bahan 1.000 Bh Lampu SL 40 Watt Philips Rp. 100,000.00 Rp. 100,000.00 Tenaga 0.050 oh Pekerja Rp. 60,000.00 Rp. 3,000.00 0.250 oh Tukang Listrik Rp. 75,000.00 Rp. 18,750.00 160 1 BH STOP KONTAK 2 FASE Rp. 68,750.00 Bahan 1.000 Bh Stop Kontak 2 fase ex Nasional Rp. 50,000.00 Rp. 50,000.00 Tenaga 0.250 oh Tukang Listrik Rp. 75,000.00 Rp. 18,750.00 161 1 BH SAKLAR DOUBLE Rp. 73,750.00 Bahan 1.000 Bh Saklar Double Nasional Rp. 55,000.00 Rp. 55,000.00 Tenaga 0.250 oh Tukang Listrik Rp. 75,000.00 Rp. 18,750.00 162 1 BH SAKLAR TUNGGAL Rp. 68,750.00 Bahan 1.000 Bh Saklar Tunggal Nasional Rp. 50,000.00 Rp. 50,000.00 Tenaga 0.250 oh Tukang Listrik Rp. 75,000.00 Rp. 18,750.00 Page 26 of 26 Analisa Harga Satuan