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B. DAFTAR HARGA SATUAN UPAH
NO
NAMA BARANG
1
2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Mandor Kepala Tukang Besi Kepala Tukang Batu Kepala Tukang Kayu Kepala Tukang Cat Kepala Tukang pipa Kepala Tukang Style Bali Kepala Tukang Las Konstruksi Kepala Tukang Alluminium Tukang Batu Tukang kayu Tukang Besi Tukang cat Tukang Listrik Tukang Pipa Pekerja Tukang Las konstruksi Tukang Alluminium Tukang style Bali
SPESIFIKASI SATUAN 3
4
Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari
HARGA (Rp.) 5
102,500.00 77,900.00 77,900.00 82,000.00 77,900.00 77,900.00 102,500.00 77,900.00 77,900.00 78,200.00 82,800.00 78,200.00 78,200.00 78,200.00 78,200.00 73,600.00 78,200.00 78,200.00 90,200.00
DAFTAR HARGA SATUAN BAHAN BANGUNAN
NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46
NAMA BARANG Batu Kali Pasir Urug Pasir Pasang Pasir Beton Koral Beton (Pecah) Tanah Urug Lime stone Sirtu Semen Gresik 50 kg Semen Tiga Roda 50 Kg Semen Tonasa 50 kg Semen Instan (MU-380) untuk perekat Bata Ringan 40 kg Semen Instan (MU-301) untuk plesteran 40 kg Semen Instan (MU-200) untuk Acian 40 kg Batako cetak lobang KW I Batu Bata Pasangan Klas I Batu Bata Gosol Klas I Batu Bata Ringan Ukuran 10 x 20 x 60 Bata Ringan Batu Palimanan (Paras Jogya) Batu Candi (Jogya) Batu Paras (Tulungagung) Batu Paras (Kerobokan) Batu Paras Gosok Abu (Silakarang) Besi Beton Besi Wiremesh Floor Deck tbl. 0.75 mm Kawat Beton Baja WF Baja Profil Besi kotak Paku 12 cm Paku 10 cm Paku 7 cm Paku 5 cm Paku 3 cm Paku List Paku beton Paku sekrup Kayu Jati Balok Kayu Merbau Balok Kayu Bangkirai Balok Kayu Kamper Balok Kayu Jati Papan Kayu Merbau Papan Kayu Bangkirai Papan Kayu Kamper Papan Kayu Kamfer Usuk Kayu Kamfer reng
SATUAN M3 M3 M3 M3 M3 M3 M3 M3 zak zak zak zak zak zak Bh Bh Bh Bh m3 M2 M2 M2 bj bj Kg Kg M2 Kg Kg Kg kg Kg Kg Kg Kg Kg Kg kotak kotak M3 M3 M3 M3 M3 M3 M3 M3 M3 M3
NO 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 89a 90 91 92 93 94 95 96 97 98
NAMA BARANG Kayu terentang/Begesting Kayu Usuk Kruing Kayu usuk 4/6 Begesting Kayu Dolken 8' - 10' /4 m Alluminium foil Single Alluminium foil Double Genteng Karang Pilang setara Good Year Genteng Bubungan Karangpilang Genteng Kanmuri di Glazur Genteng Bubungan Kanmuri di Glazur Multiplex tbl 18 mm uk 120 x 240 Multiplex tbl 15 mm uk. 120 x 240 Multiplex tbl 12 mm uk. 120 x 240 Playwood tbl 9 mm uk. 120 x 240 Playwood tbl 6 mm uk. 120 x 240 Teaxwood tbl 3 mm uk 120 x 240 Gypsum tbl 9 mm uk. 120 x 240 Kalsiboard tbl 4.5 mm uk. 120 x 240 Kayu semen Eave 9 (235 mm x 3050 mm x 14 mm) Kayu Semen lap sidding 8" G2 (200 mm x 3050 mm x 11 mm) Rangka Hollow 2 x 4 tbl. 0,4 mm Rangka Hollow 4 x 4 tbl 0,4 mm Alluminium lapis jeruk tbl 3 mm uk 120 x 240 Keramik 80 x 80 setara Niro Granite (Homogenius) Keramik 80 x 80 setara Niro Granite (Homogenius) anti slip Keramik 60 x 60 setara Niro Granite (Homogenius) Keramik 60 x 60 setara Niro Granite (Homogenius) anti slip Keramik 30 x 60 setara Niro Granite (Homogenius) Keramik 80 x 80 setara Granito (Homogenius) Keramik 80 x 80 setara Granito (Homogenius) anti slip Keramik 60 x 60 setara Granito (Homogenius) Keramik 60 x 60 setara Granito (Homogenius) anti slip Keramik 30 x 60 setara Granito (Homogenius) Keramik 80 x 80 setara Ezenza (Homogenius) Keramik 80 x 80 setara Ezenza (Homogenius) anti slip Keramik 60 x 60 setara Ezenza (Homogenius) Keramik 60 x 60 setara Ezenza (Homogenius) anti slip Keramik 30 x 60 setara Ezenza (Homogenius) Keramik 40 x 40 cm setara Platinium Kls I Keramik 40 x 40 cm setara Platinium anti slip KLs I Keramik 20 x 20 cm setara Platinium Keramik 20 x 20 cm setara Platinium anti slip Keramik 20 x 25 cm setara Platinium Keramik border 10 x 20 cm setara Platinium Keramik 30 x 30 cm setara Ikad Kls I Keramik 40 x 40 cm setara Ikad Kls I Keramik 40 x 40 cm setara Ikad anti slip KLs I Keramik 20 x 20 cm setara Ikad Keramik 20 x 20 cm setara Ikad anti slip Keramik 20 x 25 cm setara Ikad Keramik border 10 x 20 cm setara Ikad Keramik 40 x 40 cm setara Roman Kls I Keramik 40 x 40 cm setara Roman anti slip KLs I
SATUAN M3 M3 M3 Btg m2 m2 bj bj bj bj Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Bt Bt m1 m1 Lbr m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 M2 M2 M2 M2 M2 Bh M2 M2 M2 M2 M2 M2 Bh M2 M2
NO 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 138a 139 140 141 142 143 144 145 146 147 148 149 150
NAMA BARANG Keramik 20 x 20 cm setara Roman Keramik 20 x 20 cm setara Roman anti slip Keramik 20 x 25 cm setara Roman Keramik border 10 x 20 cm setara Roman Keramik step nossing tangga 8 x 40 cm setara Platinium Keramik step nossing tangga 8 x 40 cm setara Ikad Keramik step nossing tangga 8 x 40 cm setara Roman Cat Meni kayu Cat Meni besi Cat Dasar Kayu Cat Tembok setara vinilex Cat Tembok setara Duluk (Interior) warna standar Cat Tembok setara Duluk (Interior) warna khusus Cat Tembok setara Dulux Watershield (Exterior) warna standar Cat Tembok setara Dulux Watershield (Exterior) warna khusus Alkali untuk Interior Alkali untuk Exterior Cat Kayu setara Emcolux Cat Kayu setara Mowilex Cat Besi Viglass warna standar Cat Besi Viglass warna khusus Cat Besi Watershield Glass warna standar Cat Besi Watershield Glass warna khusus Wood Filler setara Propan Sending Seller setara Propan Wood Stain (Warna) setara Propan Clear (Glass Dop) setara Propan Tinner A Amplas Kuas Lokset MTS IL 8485 SSS setara Dekson Handle LHTR 0016 SSS setara Dekson Kunci Bulat KCBL 8587 BK SSS setara Dekson Engsel pintu 4 " 4x3x3, 2BB ES/EL setara Dekson Engsel jendela 3 " 3x2 BB setara Dekson Engsel Casment Type FS HD S 250 10"" setara Dekson Grendel Jendela Rabuncis Type CHW 4 LHNH setara Dekson Spring Kenip CWH 103 Z, SN Espagnoilet TanamType FB 040. 8" + 12 SS setara Dekson Door Closer 300 Hold Open setara Dekson Kait Angin Type WR BR SQ 01 10 " SN setara Dekson Kabel NYM/ NYA 3 X 2.5 mm2 setara Supreme Kabel BC 70 mm2 Kabel BC 50 mm2 Kabel BC 35 mm2 Kabel BC 25 mm2 Kabel BC 16 mm2 Kabel NYMHY 3 x 2,5 mm2 Kabel NYMHY 2 x 2,5 mm2 Kabel NYA/NYM 2 x 1,5 mm2 Kabel UTP Cat 6 Kabel ITC 2 Prs Kabel COAXIAL RG 11
SATUAN M2 M2 M2 Bh Bh Bh Bh Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Ltr lbr BH Bh Bh Bh Bh Bh ps bh bh Bh Bh Bh M1 M1 M1 M1 M1 M1 m1 m1 m1 m1 m1 m1
NO 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183
184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202
NAMA BARANG Kabel NYFGbY 4 x185 mm2 Kabel NYFGbY 4 x 150 mm2 Kabel NYFGbY 4 x 95 mm2 Kabel NYFGbY 4 x 70 mm2 Kabel NYFGbY 4 x 50 mm2 Kabel NYFGbY 4 x 35 mm2 Kabel NYFGbY 4 x 16 mm2 Kabel NYFGbY 4 x 10 mm2 Kabel NYFGbY 4 x 6 mm2 Kabel NYY 4 x 70 mm2 Kabel NYY 4 x 50 mm2 Kabel NYY 4 x 35 mm2 Kabel NYY 4 x 25 mm2 Kabel NYY 4 x16 mm2 Kabel NYY 4 x10 mm2 Kabel NYY 4 x6 mm2 Pipa clipsal 20 mm hitam Tee dos clipsal 20 mm hitam Klem clipsal 20 mm hitam Sock clipsal 20 mm hitam Inbow dos plastik clipsal E 157 P Socket data Socket telephone Socket MATV Smoke Detector Smoke Detector + EOL Alarm Bell Indicator Lamp Push Button Combination Box Ω Clem Ø 20 mm Ω Clem Ø 25 mm Lampu TL 2x18 Watt + kap lampu setara saka Lampu down light 14 Watt philip Lampu TL 2 x 18 Watt+ EBC Philips (Armatur Platinium RMI setara SAKA) Lampu TL 2 x 36 Watt+ EBC Philips (Armatur Platinium RMI setara SAKA) Lampu TL 2 x 18 Watt+ EBC Philips (Armatur V Shape setara SAKA) Lampu TL 2 x 36 Watt+ EBC Philips (Armatur V Shape setara SAKA) Lampu Down Light Recessed Halogen 35 Watt, Philips (Armatur setara SAKA ) dia 075 Lampu Down Light PLC 8 watt, Philips (Armatur 2 Kaki + Cover setara SAKA) dia 100 Lampu Down Light PLC 14 watt, Philips (Armatur 2 Kaki setara SAKA) dia 125 mm Lampu Down Light PLC 18 watt, Philips (Armatur 2 Kaki setara SAKA) dia 150 mm Celling Exhaust Fan Type Kap 100 setara Panasonic Ceiling Fan 4 Metal Blade 140 cm (56") setara Panasonic Sakral Tunggal setara Clipsal Saklar Double setara Clipsal Saklar Tukar/Hotel setara Clipsal Stop Kontak setara Clipsal Stop Kontak AC setara Clipsal AC 3/4 PK Inverter, Kapasitas 6,800 BTUH Wall Mounted setara Daikin AC 1 PK Inverter,Kapasitas 8,500 BTUH Wall Mounted setara Daikin AC 1,5 PK Inverter, Kapasitas 11,900 BTUH Wall Mounted setara Daikin AC 2 PK Inverter, Kapasitas 17,700 BTUH Wall Mounted setara Daikin
SATUAN m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 Bt Bh Bj Bj Bj Bh Bh Bh Bh Bh Bh Bh Bh Bh pcs pcs Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Unit Unit Bh Bh Bh Bh Bh Unit Unit Unit Unit
NO 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256
NAMA BARANG AC 2,5 PK Inverter, Kapasitas 20,500 BTUH Wall Mounted setara Daikin AC 3 PK Kapasitas 24,200 BTUH Celling Casssete setara Daikin Pipa Refrigerant 3/4 PK Pipa Refrigerant 1 PK Pipa Refrigerant 2 PK Pipa Refrigerant 2,5 PK Pipa Refrigerant 3 PK Pipa Drain 3/4 PK, PVC dia 20 mm + Insulation Pipa Drain 1 PK, PVC dia 20 mm + Insulation Pipa Drain 2 PK, PVC dia 20 mm + Insulation Pipa Drain 2,5 PK, PVC dia 20 mm + Insulation Pipa Drain 3 PK, PVC dia 20 mm + Insulation LCD Proyektor XGA (1024x768) setara BENQ LCD Proyektor XGA (1024x768) setara ACER LCD Proyektor XGA (1024x768) setara SONY Screen Motorize dia 70" Braket Pipa PVC TIPE AW Ø ½˝ ( Ø 15 mm ) Pipa PVC TIPE AW Ø ¾˝ ( Ø 20 mm ) Pipa PVC TIPE AW Ø 1˝ ( Ø 25 mm ) Pipa PVC TIPE AW Ø 1,25˝ ( Ø 32 mm ) Pipa PVC TIPE AW Ø 1.5˝ ( Ø 40 mm ) Pipa PVC TIPE AW Ø 2˝ ( Ø 50 mm ) Pipa PVC TIPE AW Ø 2,5˝ ( Ø 65 mm ) Pipa PVC TIPE AW Ø 3˝ ( Ø 80 mm ) Pipa PVC TIPE AW Ø 4˝ ( Ø 100 mm ) Pipa PVC TIPE AW Ø 5˝ ( Ø 125 mm ) Pipa PVC TIPE AW Ø 6˝ ( Ø 150 mm ) Pipa Galvanis Ø ½˝ ( Ø 15 mm ) Pipa Galvanis Ø ¾˝ ( Ø 20 mm ) Pipa Galvanis Ø 1˝ ( Ø 25 mm ) Pipa Galvanis Ø 1,25˝ ( Ø 32 mm ) Pipa Galvanis Ø 1.5˝ ( Ø 40 mm ) Pipa Galvanis Ø 2˝ ( Ø 50 mm ) Pipa Galvanis Ø 2,5˝ ( Ø 65 mm ) Pipa Galvanis Ø 3˝ ( Ø 80 mm ) Pipa Galvanis Ø 4˝ ( Ø 100 mm ) Pipa Galvanis Ø 5˝ ( Ø 125 mm ) Ball Valve dia 20 mm Ball Valve dia 25 mm Ball Valve dia 32 mm Ball Valve dia 40 mm Ball Valve dia 50 mm Check Valve dia 32 mm Y-Strainer dia 32 mm Foot Valve dia 40 mm Gate Valve 50 mm Flange Gate Valve 80 mm Flange Kloset Duduk CW 660 NJ/SW 660J (Komplit) setara TOTO Kloset Jongkok Type CE 6 setara TOTO Kloset Jongkok CE 9 (Komplit) setara TOTO Kloset Duduk Disabled Type CW. 705 L setara TOTO Urinoir Type U 57 setara TOTO Urinoir Partition A100 With
SATUAN Unit Unit M' M' M' M' M' M' M' M' M' M' unit unit unit unit unit M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Unit Unit unit Unit Unit Unit
NO
NAMA BARANG
SATUAN
257 258 259 260 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285
Wastafel Type L 512 V1A (Komplit) setara TOTO Wastafel Disabled Type LW103 JT 01 setara TOTO Grab Bar Disable Type TX 3 A3 setara TOTO Floor Drain 2 " Type TX 1 BN setara TOTO Tempat Sabun Type S 156 NV1 setara TOTO Jetwasher Type TGB 500 AZRV 24 setara TOTO Croos Handle Stop Valve Type TX 421 SC setara TOTO Single Lever shower Mixer Type TX 443 SRS setara TOTO Floor Paper Holder Type YH 116 setara TOTO Kran Air setara Sanei Kran Air setara Honda Tangki Stainless Steel Kapasitas 2000 liter Paving Block 10 x 20 Tbl. 6 Cm Paving Block 10 x 20 Tbl. 8 Cm Paving Block 10 x 20 Tbl. 10 Cm Paving Block 20 x 20 Tbl. 6 Cm Paving Block 20 x 20 Tbl. 8 Cm Paving Block 20 x 20 Tbl. 10 Cm Grass Blok Tbl. 10 cm 1 M1 KANSTEIN JUMBO (P :50, L:15, T: 30 CM ,K225) 1 M1 KANSTEIN SEGI LIMA JUMBO (P: 50, L :15, T: 40 CM K. 225) Buis beton 1/2 Diameter 30 cm Kaca Tempered 12 mm (Jumbo) Kaca Tempered 12 mm (Standar) Kaca Tempered 10 mm Kaca Bening 10 mm Kaca Bening 8 mm Kaca Bening 5 mm
Unit Unit unit Bh Bh Bh Unit Unit unit Bh Bh Bh m2 m2 m2 m2 m2 m2 m2 m1 m1 m' m2 m2 m2 m2 m2 m2
1 2 3 4 5 6 7 8 9 10 11
Bahan Style Bali Bata press 5x11x22 cm Batu tabas Karangasem 4x18x40 cm Batu tabas Karangasem 3x18x40 cm Batu tabas Karangasem 8x8x40 cm Ijuk Bali Ijuk Lampung Kayu Cepaka Balok 10x20 cm, 11x22 cm Kayu Cepaka Mbung (Papan Tarib) Kayu Cepaka Papan Kayu Merbau Balok 11x22 cm Kayu Merbau Balok 12x12 cm
bj m2 m2 m1 Kg Kg m3 m3 m3 m3 m3
N
HARGA (Rp.) 204,500.00 94,800.00 145,000.00 155,000.00 170,000.00 68,000.00 106,000.00 135,000.00 55,000.00 53,000.00 54,000.00 125,000.00 155,000.00 160,000.00 1,975.00 1,200.00 1,350.00 15,000.00 1,100,000.00 66,920.00 49,700.00 71,400.00 8,050.00 9,100.00 7,420.00 8,621.56 120,000.00 94,500.00 10,500.00 7,350.00 7,350.00 8,400.00 10,150.00 10,500.00 10,500.00 10,500.00 10,500.00 12,250.00 15,750.00 16,100.00 5,000,000.00 8,330,000.00 5,600,000.00 6,580,000.00 4,965,000.00 8,295,000.00 5,565,000.00 6,545,000.00 6,510,000.00
HARGA (Rp.) 840,000.00 2,940,000.00 2,450,000.00 385,000.00 198,380.00 210,000.00 3,080.00 7,000.00 3,150.00 7,700.00 121,660.00 96,950.00 82,110.00 59,500.00 43,015.00 27,650.00 31,500.00 26,600.00 44,800.00 71,820.00 8,295.00 11,060.00 47,600.00 237,300.00 247,800.00 226,100.00 235,200.00 249,200.00 193,200.00 201,600.00 147,700.00 162,400.00 273,000.00 198,800.00 201,250.00 185,500.00 194,600.00 171,500.00 44,450.00 45,500.00 45,850.00 46,900.00 47,950.00 945.00 51,450.00 52,500.00 42,000.00 43,750.00 41,300.00 840.00 52,500.00 54,250.00 49,000.00
HARGA (Rp.) 50,750.00 51,100.00 1,050.00 1,925.00 1,610.00 1,750.00 18,200.00 19,600.00 22,400.00 16,590.00 25,620.00 29,820.00 31,640.00 32,900.00 26,600.00 28,000.00 25,200.00 29,400.00 29,400.00 31,500.00 32,200.00 33,250.00 27,300.00 37,100.00 40,600.00 38,150.00 18,900.00 24,500.00 2,800.00 8,750.00 122,500.00 59,500.00 31,500.00 24,500.00 40,600.00 22,750.00 45,500.00 87,500.00 38,500.00 24,500.00 6,825.00 7,350.00 23,170.00 14,490.00 9,240.00 5,530.00 3,640.00 7,350.00 5,460.00 2,170.00 2,590.00 2,065.00 96,381.25
HARGA (Rp.) 120,190.00 78,960.00 61,810.00 46,252.50 31,745.00 15,977.50 11,217.50 7,770.00 5,985.00 50,295.00 26,162.50 19,267.50 12,530.00 9,730.00 6,090.00 2,905.00 3,780.00 455.00 455.00 6,440.00 45,500.00 45,500.00 52,500.00 63,000.00 70,000.00 140,000.00 157,500.00 210,000.00 192,500.00 45.50 52.50 329,000.00 194,040.00 59,500.00 462,000.00 315,000.00 448,000.00 245,000.00 70,000.00 84,000.00 91,000.00 168,000.00 224,000.00 14,000.00 19,600.00 45,500.00 17,500.00 19,250.00 45,500.00 3,129,000.00 3,213,000.00 4,147,500.00 4,423,776.00
HARGA (Rp.) 9,345,000.00 11,361,000.00 47,600.00 61,600.00 87,500.00 88,900.00 129,500.00 6,300.00 7,700.00 8,750.00 9,800.00 10,500.00 4,025,000.00 3,465,000.00 6,125,000.00 2,012,500.00 315,000.00 13,825.00 16,590.00 24,850.00 30,415.00 35,945.00 53,900.00 69,090.00 96,775.00 137,900.00 184,100.00 260,400.00 20,650.00 22,820.00 24,850.00 42,000.00 48,090.00 48,405.00 68,250.00 107,800.00 141,400.00 189,000.00 53,939.90 76,116.60 105,393.40 133,630.00 212,355.50 140,000.00 122,500.00 70,000.00 850,920.00 963,830.00 1,504,790.00 293,440.00 1,870,820.00 1,930,600.00 1,452,500.00 721,000.00
HARGA (Rp.) 625,100.00 1,365,000.00 1,229,200.00 246,400.00 64,050.00 175,000.00 315,000.00 455,000.00 175,000.00 31,500.00 29,750.00 7,000,000.00 56,700.00 58,100.00 60,200.00 57,750.00 59,150.00 61,250.00 36,750.00 36,750.00 27,650.00 34,300.00 365,400.00 315,000.00 192,500.00 137,900.00 68,600.00 39,900.00
1,750.00 245,000.00 227,500.00 227,500.00 4,725.00 4,200.00 8,341,666.67 4,200,000.00 10,500,000.00 13,300,000.00 16,100,000.00
DAFTAR ANALISA PEKERJAAN NO
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
1
2
3
4
I
PEKERJAAN PERSIAPAN
(SNI 03-2835-2002)
1 1 M1 PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 METER 1.2500 btg Bambu Sedang 2.5000 kg Semen Portland 1.2000 lbr Seng gelombang 3" - 5" 0.0050 m3 Pasir Beton 0.0090 m3 Koral beton 0.0720 m3 Kayu Meranti Usuk 5/7 0.0600 kg Paku biasa 2" - 5" 0.4500 kg Meni Besi 0.2000 oh Tukang Kayu 0.4000 oh Pekerja 0.0200 oh Kepala Tukang 0.0200 oh Mandor
2
1 M1 PENGUKURAN DAN PEMASANGAN BOWPLANK 0.0120 m3 Kayu Usuk Meranti 5/7 0.0200 kg Paku Biasa 2" - 5" 0.0070 m3 Kayu Papan Meranti 3/20 0.1000 oh Tukang Kayu 0.1000 oh Pekerja 0.0100 oh Kepala Tukang 0.0050 oh Mandor
7,700.00 1,100.00 46,200.00 155,000.00 170,000.00 2,450,000.00 10,150.00 22,400.00 82,800.00 73,600.00 82,000.00 102,500.00 Total :
16,560.00 29,440.00 1,640.00 2,050.00 49,690.00
840,000.00 10,150.00 840,000.00 82,800.00 73,600.00 82,000.00 102,500.00 Total :
8,280.00 7,360.00 820.00 512.50 16,972.50
385,000.00 840,000.00 10,150.00 7,420.00 1,100.00 145,000.00 155,000.00 170,000.00 1,200.00 45,430.00 15,500.00 39,900.00 96,250.00 57,750.00 82,800.00 78,200.00 73,600.00 77,900.00
165,600.00 78,200.00 147,200.00 23,370.00
3 1 M2 PEMBUATAN KANTOR SEMENTARA, DENGAN LANTAI PLESTERAN 1.2500 btg Dolken Kayu Ø 8 - 10/4m 0.1800 m3 Kayu Meranti 0.8500 kg Paku Biasa 2" - 5" 1.1000 kg Besi Strip 35.0000 kg Semen Portland 0.1500 m3 Pasir Pasang 0.1000 m3 Pasir Beton 0.1500 m3 Koral Beton 30.0000 bh Bata Merah 0.2500 lbr Seng Plat 2.0000 bh Jendela Nako 0.0800 m2 Kaca Polos 0.1500 bh Kunci Tanam 0.0600 lbr Plywood 4 mm 2.0000 oh Tukang Kayu 1.0000 oh Tukang Batu 2.0000 oh Pekerja 0.3000 oh Kepala Tukang
Page 14 of 167
NO
URAIAN
1
2
0.0500
4
5
6
7
8
oh Mandor
1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT-ALAT 1.7000 btg Bambu Sedang 0.2100 m3 Kayu Meranti 0.3000 kg Paku Biasa 2" - 5" 10.5000 kg Semen Portland 0.0300 m3 Pasir Beton 0.0500 m3 Koral Beton 1.5000 lbr Seng gelombang BJLS 28 2.0000 oh Tukang Kayu 1.0000 oh Pekerja 0.2000 oh Kepala Tukang 0.0500 oh Mandor 1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU 3.0000 btg Bambu Sedang 0.2760 m3 Kayu Meranti 0.7000 kg Paku biasa 2" - 5" 1.5000 lbr Seng gelombang BJLS 28 1.5000 oh Tukang Kayu 1.0000 oh Pekerja 0.1500 oh Kepala Tukang 0.0500 oh Mandor
1 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN 0.1000 oh Pekerja 0.0500 oh Mandor
1 M2 PEMBUATAN BEDENG BURUH 1.2500 btg Bambu Sedang 0.1860 m3 Kayu Meranti 0.3000 kg Paku Biasa 2" - 5" 18.0000 kg Semen Portland 0.0300 m3 Pasir Beton 0.0500 m3 Koral Beton 1.5000 lbr Seng gelombang BJLS 28 1.3500 lbr Plywood 4 mm 2.0000 oh Tukang Kayu 1.0000 oh Pekerja 0.2000 oh Kepala Tukang 0.0500 oh Mandor
1 M2 PEMBUATAN BAK ADUKAN UKURAN (40X50X20) CM 0.0360 m3 Kayu Terentang 0.0800 kg Paku Biasa 2" - 5" 1.0000 btg Kaso 5/7
Page 15 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
102,500.00 Total :
5,125.00 419,495.00
7,700.00 840,000.00 10,150.00 1,100.00 155,000.00 170,000.00 40,800.00 82,800.00 73,600.00 82,000.00 102,500.00 Total :
165,600.00 73,600.00 16,400.00 5,125.00 260,725.00
7,700.00 840,000.00 10,150.00 40,800.00 82,800.00 73,600.00 82,000.00 102,500.00 Total :
124,200.00 73,600.00 12,300.00 5,125.00 215,225.00
73,600.00 102,500.00 Total :
7,360.00 5,125.00 12,485.00
7,700.00 840,000.00 10,150.00 1,100.00 155,000.00 170,000.00 40,800.00 57,750.00 82,800.00 73,600.00 82,000.00 102,500.00 Total :
165,600.00 73,600.00 16,400.00 5,125.00 260,725.00
840,000.00 10,150.00 37,700.00
NO
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
82,800.00 102,500.00 Total :
24,840.00 153.75 24,993.75
1
0.3000 0.0015
9
oh Tukang kayu oh Mandor
1 M2 PEMBUATAN STEGGER DARI BAMBU 1.0000 btg Bambu 0.2500 kg Tali Ijuk 0.0170 oh Tukang Kayu 0.0020 oh Pekerja 0.2500 oh Kepala Tukang 0.0130 oh Mandor
7,700.00 34,600.00 82,800.00 73,600.00 82,000.00 102,500.00
10 1 M2 PEMBUATAN JALAN SEMENTARA 0.1500 m3 Batu Kali / Batu Bulat 15/20 0.0900 m3 Batu Pecah 5 - 7 0.0100 m3 Pasir Pasang 1.0000 oh Pekerja 0.0500 oh Mandor
11
1 M3 BONGKARAN BETON BERTULANG 6.6670 oh Pekerja 0.3330 oh Mandor
12 1 M3 BONGKARAN DINDING TEMBOK BATA MERAH 6.6670 oh Pekerja 0.0330 oh Mandor
II
PEKERJAAN TANAH 1
2
3
4
1,407.60 147.20 20,500.00 1,332.50 23,387.30
204,500.00 185,000.00 145,000.00 73,600.00 102,500.00 Total :
73,600.00 5,125.00 78,725.00
73,600.00 102,500.00 Total :
490,691.20 34,132.50 524,823.70
73,600.00 102,500.00 Total :
490,691.20 3,382.50 494,073.70
73,600.00 102,500.00 Total :
55,200.00 2,562.50 57,762.50
73,600.00 102,500.00 Total :
66,240.00 4,612.50 70,852.50
73,600.00 102,500.00 Total :
77,280.00 6,867.50 84,147.50
73,600.00 102,500.00 Total :
73,600.00 3,280.00 76,880.00
(SNI 2835 : 2008)
1 M3 GALIAN TANAH BIASA DALAM 1 METER 0.7500 oh Pekerja 0.0250 oh Mandor 1 M3 GALIAN TANAH BIASA DALAM 2 METER 0.9000 oh Pekerja 0.0450 oh Mandor
1 M3 GALIAN TANAH BIASA DALAM 3 METER 1.0500 oh Pekerja 0.0670 oh Mandor
1 M3 GALIAN TANAH KERAS DALAM 1METER 1.0000 oh Pekerja 0.0320 oh Mandor
Page 16 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
5
6
1 M3 GALIAN TANAH CADAS DALAM 1 METER 1.5000 oh Pekerja 0.0600 oh Mandor
1 M3 GALIAN TANAH LUMPUR DALAM 1 METER 1.2000 oh Pekerja 0.0450 oh Mandor
6A 1 M3 GALIAN TANAH DENGAN ALAT BERAT 0.0760 jam Excavator 0.2260 oh Pekerja 0.0070 oh Mandor
7
8
1 M2 PEKERJAAN STRIPPING SETINGGI 1 METER 0.0500 oh Pekerja 0.0050 oh Mandor
1 M3 PEMBUANGAN TANAH SEJAUH 15 METER 0.3300 oh Pekerja 0.0100 oh Mandor
8A 1 M3 PEMBUANGAN TANAH KELUAR PROYEK DENGAN ALAT BERAT 0.0740 jam Dumptruk 0.2260 oh Pekerja 0.0070 oh Mandor
9
4
73,600.00 102,500.00 Total :
110,400.00 6,150.00 116,550.00
73,600.00 102,500.00 Total :
88,320.00 4,612.50 92,932.50
150,000.00 73,600.00 102,500.00 Total :
11,400.00 16,633.60 717.50 28,751.10
73,600.00 102,500.00 Total :
3,680.00 512.50 4,192.50
73,600.00 102,500.00 Total :
24,288.00 1,025.00 25,313.00
150,000.00 73,600.00 102,500.00 Total :
16,633.60 717.50 17,351.10
73,600.00 102,500.00 Total :
36,800.00 5,125.00 41,925.00
94,800.00 73,600.00 102,500.00 Total :
22,080.00 1,025.00 23,105.00
11,600.00 73,600.00
11,040.00
1 M3 URUGAN KEMBALI Mengurug Kembali 1 m3 galian dihitung dari 1/3 kali dari indeks pekerjaan galian
10 1 M3 PEMADATAN TANAH ( Per 20 Cm ) 0.5000 oh Pekerja 0.0500 oh Mandor
11
HARGA UPAH (Rp)
1 M3 URUGAN PASIR 1.2000 m3 Pasir Urug 0.3000 oh Pekerja 0.0100 oh Mandor
12 1 M3 PEMASANGAN LAPISAN IJUK TEBAL 10 CM 6.0000 m3 Ijuk 0.1500 oh Pekerja
Page 17 of 167
NO
URAIAN
1
2
0.0150
oh Mandor
13 1 M3 URUGAN SIRTU PADAT Untuk Peninggian Lantai Bangunan 1.2000 m3 Sirtu 0.2500 oh Pekerja 0.0250 oh Mandor
14 1 M3 URUGAN TANAH PILIHAN DIPADATKAN 1.2000 m3 Tanah Urug 0.5000 oh Pekerja 0.0500 oh Mandor 15 1 M3 URUGAN LIMESTONE PADAT 1.2000 m3 Limestone 0.2500 oh Pekerja 0.0250 oh Mandor
III
PEKERJAAN PONDASI
1
2
3
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
102,500.00 Total :
1,537.50 12,577.50
135,000.00 73,600.00 102,500.00 Total :
18,400.00 2,562.50 20,962.50
68,000.00 73,600.00 102,500.00 Total :
36,800.00 5,125.00 41,925.00
106,000.00 73,600.00 102,500.00 Total :
18,400.00 2,562.50 20,962.50
204,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
110,400.00 58,650.00 5,842.50 7,687.50 182,580.00
204,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
110,400.00 58,650.00 5,842.50 7,687.50 182,580.00
204,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
110,400.00 58,650.00 5,842.50 7,687.50
(SNI 2836 : 2008)
1 M3 BATU KALI CAMP. 1 PC : 3 PS 1.2000 m3 Batu Kali / Batu Bulat 15/20 202.0000 kg Semen Portland 0.4850 m3 Pasir Pasang 1.5000 oh Pekerja 0.7500 oh Tukang Batu 0.0750 oh Kepala Tukang 0.0750 oh Mandor
1 M3 BATU KALI CAMP. 1 PC : 4 PS 1.2000 m3 Batu Kali / Batu Bulat 15/20 163.0000 kg Semen Portland 0.5200 m3 Pasir Pasang 1.5000 oh Pekerja 0.7500 oh Tukang Batu 0.0750 oh Kepala Tukang 0.0750 oh Mandor
1 M3 BATU KALI CAMP. 1 PC : 5 PS 1.2000 m3 Batu Kali / Batu Bulat 15/20 136.0000 kg Semen Portland 0.5440 m3 Pasir Pasang 1.5000 oh Pekerja 0.7500 oh Tukang Batu 0.0750 oh Kepala Tukang 0.0750 oh Mandor
Page 18 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
4
5
6
7
8
1 M3 BATU KALI CAMP. 1 PC : 6 PS 1.2000 m3 Batu Kali / Batu Bulat 15/20 117.0000 kg Semen Portland 0.5610 m3 Pasir Pasang 1.5000 oh Pekerja 0.7500 oh Tukang Batu 0.0750 oh Kepala Tukang 0.0750 oh Mandor
1 M3 BATU KALI CAMP. 1 PC : 8 PS 1.2000 m3 Batu Kali / Batu Bulat 15/20 91.0000 kg Semen Portland 0.5840 m3 Pasir Pasang 1.5000 oh Pekerja 0.7500 oh Tukang Batu 0.0750 oh Kepala Tukang 0.0750 oh Mandor
1 M3 PASANGAN PONDASI SIKLOP, 40% BATU KALI 0.4800 m3 Batu Kali / Batu Bulat 15/20 194.0000 kg Semen Portland 0.3120 m3 Pasir Beton 0.4680 m3 Koral Beton 126.0000 kg Besi Beton 1.8000 kg Kawat Beton 3.4000 oh Pekerja 0.8500 oh Tukang Batu 0.0850 oh Kepala Tukang 0.1700 oh Mandor
1 M3 PASANGAN PONDASI SUMURAN DIAMETER 1 M 0.4500 m3 Batu Kali / Batu Bulat 15/20 194.0000 kg Semen Portland 0.3120 m3 Pasir Beton 0.4680 m3 Koral Beton 2.4000 oh Pekerja 0.8000 oh Tukang Batu 0.0800 oh Kepala Tukang 0.1190 oh Mandor
1 M3 PASANGAN BATU KOSONG 1.2000 m3 Batu Kali / Batu Bulat 15/20 15/20 0.4320 m3 Pasir Urug 0.7800 oh Pekerja 0.3900 oh Tukang Batu
Page 19 of 167
HARGA UPAH (Rp) 4
Total :
182,580.00
204,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
110,400.00 58,650.00 5,842.50 7,687.50 182,580.00
204,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
110,400.00 58,650.00 5,842.50 7,687.50 182,580.00
204,500.00 1,100.00 155,000.00 170,000.00 7,420.00 94,500.00 73,600.00 78,200.00 77,900.00 102,500.00
250,240.00 66,470.00 6,621.50 17,425.00 340,756.50
204,500.00 1,100.00 155,000.00 170,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
176,640.00 62,560.00 6,232.00 12,197.50 257,629.50
204,500.00 94,800.00 73,600.00 78,200.00
57,408.00 30,498.00
NO 1
0.0390 0.0390
IV
2
3
4
5
HARGA UPAH (Rp)
2
3
4
77,900.00 102,500.00 Total :
3,038.10 3,997.50 94,941.60
oh Kepala Tukang oh Mandor
PEKERJAAN DINDING 1
URAIAN
HARGA SATUAN (Rp)
(SNI 6897 : 2008)
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 2 PS 140.0000 bh Bata Merah 5 x 11 x 22 cm 43.5000 kg Semen Portland 0.0800 m3 Pasir Pasang 0.6000 oh Pekerja 0.2000 oh Tukang Batu 0.0200 oh Kepala Tukang 0.0300 oh Mandor
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 3 PS 140.0000 bh Bata Merah 5 x 11 x 22 cm 32.9500 kg Semen Portland 0.0910 m3 Pasir Pasang 0.6000 oh Pekerja 0.2000 oh Tukang Batu 0.0200 oh Kepala Tukang 0.0300 oh Mandor
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 4 PS 140.0000 bh Bata Merah 5 x 11 x 22 cm 26.5500 kg Semen Portland 0.0930 m3 Pasir Pasang 0.6000 oh Pekerja 0.2000 oh Tukang Batu 0.0200 oh Kepala Tukang 0.0300 oh Mandor
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 5 PS 140.0000 bh Bata Merah 5 x 11 x 22 cm 22.2000 kg Semen Portland 0.1020 m3 Pasir Pasang 0.6000 oh Pekerja 0.2000 oh Tukang Batu 0.0200 oh Kepala Tukang 0.0300 oh Mandor
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 6 PS 140.0000 bh Bata Merah 5 x 11 x 22 cm 18.5000 kg Semen Portland 0.1220 m3 Pasir Pasang 0.6000 oh Pekerja
1,200.00 1,100.00 145,000.00 73,600.00
Page 20 of 167
44,160.00 15,640.00 1,558.00 3,075.00 64,433.00
44,160.00 15,640.00 1,558.00 3,075.00 64,433.00
44,160.00 15,640.00 1,558.00 3,075.00 64,433.00
44,160.00 15,640.00 1,558.00 3,075.00 64,433.00
44,160.00
NO 1
0.2000 0.0200 0.0300
6
7
8
9
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
78,200.00 77,900.00 102,500.00
15,640.00 1,558.00 3,075.00 64,433.00
oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 2 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 18.9500 kg Semen Portland 0.0380 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 3 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 14.3700 kg Semen Portland 0.0400 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 4 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 11.5000 kg Semen Portland 0.0430 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 5 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 9.6800 kg Semen Portland 0.0450 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
10 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 6 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 8.3200 kg Semen Portland 0.0490 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang
Page 21 of 167
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00
22,080.00 7,820.00 779.00
NO
URAIAN
1
2
0.0150
11
oh Mandor
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 8 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 6.5000 kg Semen Portland 0.0500 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
12 1 M2 PASANGAN DINDING HOLLOWBLOCK (HB. 10) 12.5000 bh Batako 7.5000 kg Semen Portland 0.0270 m3 Pasir Pasang 1.9500 kg Besi Beton 8 mm 0.3200 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
13 1 M2 PASANGAN DINDING HOLLOWBLOCK (HB. 10) TANPA BESI 12.5000 m3 Bata Ringan 100x200x600 7.5000 kg Semen Portland 0.0270 m3 Pasir Pasang 0.3200 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
13A 1 M2 PASANGAN BATA RINGAN TEBAL 10 CM 0.1030 m3 Bata Ringan tbl. 10 cm 0.1020 zak MU-380 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
13A 1 M2 PASANGAN BATA RINGAN TEBAL 12,5 CM 0.1311 m3 Bata Ringan tbl. 12,5 cm 0.1020 zak MU-380 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
Page 22 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
102,500.00 Total :
1,537.50 32,216.50
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,975.00 1,100.00 145,000.00 7,420.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
23,552.00 7,820.00 779.00 1,537.50 33,688.50
1,975.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
23,552.00 7,820.00 779.00 1,537.50 33,688.50
1,100,000.00 125,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,100,000.00 125,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
4
38,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
23,000.00 6,545,000.00 10,150.00 5,600,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 4,140.00 410.00 205.00 12,115.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
14 1 M2 PASANGAN DINDING Terawang/Roster (12 x 11 x 24) CM 30.0000 bh Roster Keramik 11.0000 kg Semen Portland 0.0350 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
15 1 M2 PASANGAN DINDING BEDEG, RANGKA KAYU 1.5000 m2 Bedeg/Bilik Bambu Kelas I 0.0140 m3 Kayu kamper usuk/reng 0.0120 kg Paku Biasa 0.0030 m3 List Kayu 2/4 0.1000 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0020 oh Mandor
V
PEKERJAAN PLESTERAN 1
2
3
4
HARGA UPAH (Rp)
(SNI 2837 : 2008)
1 M2 PLESTERAN 15.5040 0.0160 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 1 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 10.2240 0.0200 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 2 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 7.7760 0.0230 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 3 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN CAMP. 1 PC : 4 PS TEBAL 15 MM
Page 23 of 167
NO 1
6.2400 0.0240 0.3000 0.1500 0.0150 0.0150
5
6
7
8
9
kg m3 oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
29,440.00 15,640.00 1,558.00 2,255.00 48,893.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
29,440.00 15,640.00 1,558.00 2,255.00
Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor
1 M2 PLESTERAN 5.1840 0.0260 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 5 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 4.4160 0.0270 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 6 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 3.4560 0.0290 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 8 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 13.6320 0.0270 0.4000 0.2000 0.0200 0.0220
CAMP. 1 PC : 2 PS TEBAL 20 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 10.3680 0.0310 0.4000 0.2000 0.0200 0.0220
CAMP. 1 PC : 3 PS TEBAL 20 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
Page 24 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
10 1 M2 PLESTERAN 8.3200 0.0320 0.4000 0.2000 0.0200 0.0220
CAMP. 1 PC : 4 PS TEBAL 20 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
11
1 M2 PLESTERAN 6.9120 0.0350 0.4000 0.2000 0.0200 0.0220
CAMP. 1 PC : 5 PS TEBAL 20 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
12 1 M2 PLESTERAN 5.8880 0.0360 0.4000 0.2000 0.0200 0.0220
CAMP. 1 PC : 6 PS TEBAL 20 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
13 1 M2 PLESTERAN SKONING 1 PC : 2 PS, TEBAL 10 MM 0.5000 kg Semen Portland 0.0130 m3 Pasir Pasang 0.0800 oh Pekerja 0.4000 oh Tukang Batu 0.0400 oh Kepala Tukang 0.0040 oh Mandor
13A 1 M2 PLESTERAN DENGAN SEMEN INSTAN 0.4170 zak MU-301 0.2000 oh Pekerja 0.1500 oh Tukang Batu 0.0150 oh Kepala Tukang 0.0150 oh Mandor
14 1 M2 PLESTERAN CIPRAT 1 PC : 2 PS 4.3200 kg Semen Portland 0.0060 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang
Page 25 of 167
HARGA UPAH (Rp) 4
Total :
48,893.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
29,440.00 15,640.00 1,558.00 2,255.00 48,893.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
29,440.00 15,640.00 1,558.00 2,255.00 48,893.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
29,440.00 15,640.00 1,558.00 2,255.00 48,893.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
5,888.00 31,280.00 3,116.00 410.00 40,694.00
155,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
14,720.00 11,730.00 1,168.50 1,537.50 29,156.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00
22,080.00 7,820.00 779.00
NO
URAIAN
1
2
0.0150
oh Mandor
15 1 M2 FINISHING SIAR PASANGAN DINDING BATA MERAH (=20 M') 3.1080 kg Semen Portland 0.1500 oh Pekerja 0.0750 oh Tukang Batu 0.0080 oh Kepala Tukang 0.0080 oh Mandor
16 1 M2 FINISHING SIAR PASANGAN DINDING CONBLOCK EKSPOSE (= 8 M') 1.6000 kg Semen Portland 0.0700 oh Pekerja 0.0350 oh Tukang Batu 0.0040 oh Kepala Tukang 0.0040 oh Mandor
17 1 M2 FINISHING SIAR PASANGAN BATU KALI ADUKAN 1PC : 2 PS 6.3400 kg Semen Portland 0.0120 m3 Pasir Pasang 0.3000 oh Pekerja 0.1500 oh Tukang Batu 0.0150 oh Kepala Tukang 0.0150 oh Mandor
18 1 M2 PEKERJAAN ACIAN 3.2500 zak Semen Portland 50 Kg 0.2000 oh Pekerja 0.1000 oh Tukang Labur/Cat 0.0100 oh Kepala Tukang 0.0100 oh Mandor
18A 1 M2 PEKERJAAN ACIAN DENGAN SEMEN INSTAN 0.0500 zak MU-200 0.2000 oh Pekerja 0.1000 oh Tukang Labur/Cat 0.0100 oh Kepala Tukang 0.0100 oh Mandor
VI
PEKERJAAN KAYU
(SNI 3434 : 2008)
Page 26 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
102,500.00 Total :
1,537.50 32,216.50
1,100.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
11,040.00 5,865.00 623.20 820.00 18,348.20
1,100.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
5,152.00 2,737.00 311.60 410.00 8,610.60
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
14,720.00 7,820.00 779.00 1,025.00 24,344.00
160,000.00 78,200.00 78,200.00 77,900.00 102,500.00 Total :
15,640.00 7,820.00 779.00 1,025.00 25,264.00
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
1
MEMBUAT DAN MEMASANG 1 M3 KUSEN PINTU DAN JENDELA KAYU KELAS I 1.1000 m3 Balok Kayu Merbau 1.2500 Kg Paku 10 Cm 1.0000 Kg Lem Kayu 7.0000 oh Pekerja 21.0000 oh Tukang Kayu 2.1000 oh Kepala Tukang 0.3500 oh Mandor
2
3
MEMBUAT DAN MEMASANG 1 M3 KUSEN PINTU DAN JENDELA KAYU KELAS II/III 1.2000 m3 Balok Kayu kruing 1.2500 Kg Paku 10 Cm 1.0000 Kg Lem Kayu 6.0000 oh Pekerja 18.0000 oh Tukang Kayu 1.8000 oh Kepala Tukang 0.3000 oh Mandor
MEMBUAT DAN MEMASANG 1 M2 PINTU KLAMP STANDAR KAYU KELAS II 0.0400 m3 Papan Kayu Kamper 0.0500 Kg Paku 5-7 Cm 0.3500 oh Pekerja 1.0500 oh Tukang Kayu 0.1050 oh Kepala Tukang 0.0180 oh Mandor
HARGA UPAH (Rp) 4
5,600,000.00 10,150.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
515,200.00 1,738,800.00 172,200.00 35,875.00 2,462,075.00
2,940,000.00 10,150.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
441,600.00 1,490,400.00 147,600.00 30,750.00 2,110,350.00
5,565,000.00 10,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
25,760.00 86,940.00 8,610.00 1,845.00 123,155.00
2,940,000.00 10,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
25,760.00 86,940.00 8,610.00 1,845.00 123,155.00
4,965,000.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
73,600.00 248,400.00 24,600.00 5,125.00 351,725.00
4 MEMBUAT DAN MEMASANG 1 M2 PINTU KLAMP SEDERHANA KAYU KELAS III 0.0400 m3 Papan Kayu Kruing 0.0500 Kg Paku 5-7 Cm 0.3500 oh Pekerja 1.0500 oh Tukang Kayu 0.1050 oh Kepala Tukang 0.0180 oh Mandor
5
MEMBUAT DAN MEMASANG 1 M2 DAUN PINTU PANEL KAYU KELAS I/II 0.0400 0.5000 1.0000 3.0000 0.3000 0.0500
m3 Kg oh oh oh oh
Papan Kayu Merbau Lem Kayu Pekerja Tukang Kayu Kepala Tukang Mandor
Page 27 of 167
NO 1
6
8
2
3
4
m3 m2 Kg oh oh oh oh
Papan Kayu Merbau Kaca Bening 3 mm Lem Kayu Pekerja Tukang Kayu Kepala Tukang Mandor
MEMBUAT DAN MEMASANG 1 M2 PINTU DAN JENDELA JALUSI, KAYU KELAS I/II 0.0640 m3 Papan Kayu Kamper 0.5000 Kg Lem Kayu 1.0000 oh Pekerja 3.0000 oh Tukang Kayu 0.3000 oh Kepala Tukang 0.0500 oh Mandor
4,965,000.00 39,900.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
58,880.00 198,720.00 19,680.00 4,100.00 281,380.00
5,565,000.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
73,600.00 248,400.00 24,600.00 5,125.00 351,725.00
5,565,000.00 10,500.00 12,500.00 46,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
73,600.00 248,400.00 24,600.00 5,125.00 351,725.00
5,565,000.00 10,500.00 12,500.00 46,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
58,880.00 198,720.00 19,680.00 4,100.00 281,380.00
4,965,000.00 10,500.00 73,600.00 82,800.00 82,000.00 102,500.00
49,312.00 165,600.00 16,400.00 34,337.50
MEMBUAT 1 M2 DAUN PINTU PLYWOOD RANGKAP RANGKA TERTUTUP, KAYU KELAS II (Lebar Sampai 90 Cm) 0.0250 0.0300 0.5000 1.0000 1.0000 3.0000 0.3000 0.0500
9
HARGA UPAH (Rp)
MEMBUAT DAN MEMASANG 1 M2 DAUN PINTU DAN JENDELA KACA, KAYU KELAS I/II 0.0240 1.0000 0.3000 0.8000 2.4000 0.2400 0.0400
7
URAIAN
HARGA SATUAN (Rp)
m3 Kg Kg Lbr oh oh oh oh
Papan Kayu Kamper Paku 1-2,5 Cm Lem Kayu Plywood 4 mm Pekerja Tukang Kayu Kepala Tukang Mandor
MEMBUAT 1 M2 DAUN PINTU PLYWOOD RANGKAP RANGKA EXPOSE, KAYU KELAS I/II 0.0256 m3 Papan Kayu Kamper 0.0300 Kg Paku 1-2,5 Cm 0.5000 Kg Lem Kayu 1.0000 Lbr Plywood 4 mm 0.8000 oh Pekerja 2.4000 oh Tukang Kayu 0.2400 oh Kepala Tukang 0.0400 oh Mandor
10 MEMASANG 1 M2 JALUSI/KREPYAK KUSEN, KAYU KELAS I/II 0.0600 0.1500 0.6700 2.0000 0.2000 0.3350
m3 Kg oh oh oh oh
Papan Kayu Merbau Paku 1-2,5 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
Page 28 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
11
HARGA UPAH (Rp) 4
Total :
265,649.50
4,965,000.00 10,500.00 12,500.00 27,650.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
58,880.00 198,720.00 19,680.00 4,100.00 281,380.00
4,965,000.00 10,500.00 12,500.00 27,650.00 73,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
58,880.00 198,720.00 19,680.00 4,100.00 281,380.00
MEMBUAT 1 M2 TEAKWOOD RANGKAP RANGKA EXPOSE, KAYU KELAS I 0.0256 0.0300 0.5000 1.0000 0.8000 2.4000 0.2400 0.0400
m3 Kg Kg Lbr oh oh oh oh
Papan Kayu Merbau Paku 1-2,5 Cm Lem Kayu Teakwood 4 mm uk 90x220 cm Pekerja Tukang Kayu Kepala Tukang Mandor
12 MEMBUAT 1 M2 TEAKWOOD RANGKAP LAPIS FORMIKA RANGKA EXPOSE, KAYU KELAS II 0.0250 m3 Papan Kayu Merbau 0.0300 Kg Paku 1-2,5 Cm 0.8000 Kg Lem Kayu 1.0000 Lbr Teakwood 4 mm uk 90x220 cm 0.5000 Lbr Formika 0.8000 oh Pekerja 2.4000 oh Tukang Kayu 0.2400 oh Kepala Tukang 0.0400 oh Mandor
12A MEMBUAT DAN MEMASANG 1 UNIT KUSEN DAN PINTU CUBICAL UNTUK TOILET 1.0000 unit Kusen dan Pintu Cubical untuk Toilet 1.0000 ls Ongkos Pasang 13 MEMASANG 1 M3 KONSTRUKSI KUDA-KUDA KONVENSIONAL, KAYU KELAS I,II,III Bentang 6 M' 1.1000 m3 Balok Kayu Kamper 15.0000 Kg Besi Strip Tebal 5 cm 5.6000 Kg Paku 12 Cm 4.0000 oh Pekerja 12.0000 oh Tukang Kayu 1.2000 oh Kepala Tukang 0.2000 oh Mandor
450,000.00 125,000.00 Total :
5,600,000.00 7,800.00 8,400.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
294,400.00 993,600.00 98,400.00 20,500.00 1,406,900.00
5,600,000.00 7,800.00 8,400.00 73,600.00 82,800.00 82,000.00 102,500.00
493,120.00 1,664,280.00 164,820.00 34,337.50
14 MEMASANG 1 M3 KONSTRUKSI KUDA-KUDA EXPOSE, KAYU KELAS I 1.2000 15.0000 5.6000 6.7000 20.1000 2.0100 0.3350
m3 Kg Kg oh oh oh oh
Balok Kayu Kamper Besi Strip Tebal 5 cm Paku 12 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
Page 29 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
HARGA UPAH (Rp) 4
Total :
2,356,557.50
5,600,000.00 7,800.00 8,400.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
176,640.00 596,160.00 59,040.00 12,300.00 844,140.00
6,545,000.00 6,510,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 8,280.00 820.00 512.50 16,972.50
6,545,000.00 6,510,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 8,280.00 820.00 512.50 16,972.50
5,600,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
8,832.00 9,936.00 984.00 615.00 20,367.00
6,545,000.00 10,150.00 73,600.00
11,040.00
15 MEMASANG 1 M3 KONSTRUKSI GORDENG, KAYU KELAS II 1.1000 15.0000 3.0000 2.4000 7.2000 0.7200 0.1200
m3 Kg Kg oh oh oh oh
Balok Kayu Kamper Besi Strip Tebal 5 cm Paku 12 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
16 MEMASANG 1 M2 RANGKA ATAP GENTENG KERAMIK, KAYU KELAS II 0.0140 0.0036 0.2500 0.1000 0.1000 0.0100 0.0050
m3 m3 Kg oh oh oh oh
Kaso-Kaso ( 5 x 7 ) Cm Reng ( 2 x 3 ) Cm Paku 5 Cm dan 10 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
17 MEMASANG 1 M2 RANGKA ATAP GENTENG BETON, KAYU KELAS II 0.0140 0.0072 0.2500 0.1000 0.1000 0.0100 0.0050
m3 m3 Kg oh oh oh oh
Kaso-Kaso ( 5 x 7 ) Cm Reng ( 2 x 3 ) Cm Paku 5 Cm dan 10 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
18 MEMASANG 1 M2 RANGKA ATAP SIRAP, KAYU KELAS II 0.1650 0.2000 0.1200 0.1200 0.0120 0.0060
m3 Kg oh oh oh oh
Balok Kayu Kamper Paku 5 Cm dan 10 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
19 MEMASANG 1 M2 RANGKA LANGIT-LANGIT (50 X 100), KAYU KELAS II/III 0.0154 0.2000 0.1500
m3 Kaso-Kaso ( 5 x 7 ) Cm Kg Paku 7 Cm dan 10 Cm oh Pekerja
Page 30 of 167
NO 1
0.3000 0.0300 0.0750
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
82,800.00 82,000.00 102,500.00 Total :
24,840.00 2,460.00 7,687.50 46,027.50
6,545,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
14,720.00 24,840.00 2,460.00 1,025.00 43,045.00
5,565,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 16,560.00 1,640.00 512.50 26,072.50
5,565,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 16,560.00 1,640.00 512.50 26,072.50
5,565,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 16,560.00 1,640.00 512.50 26,072.50
5,565,000.00 10,150.00 73,600.00
7,360.00
oh Tukang Kayu oh Kepala Tukang oh Mandor
20 MEMASANG 1 M2 RANGKA LANGIT-LANGIT (60 X 60) CM, KAYU KELAS II/III 0.0163 0.2500 0.2000 0.3000 0.0300 0.0100
m3 Kg oh oh oh oh
Kaso-Kaso ( 5 x 7 ) Cm Paku 7 Cm dan 10 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
21 MEMASANG 1 M' LISPLANK UKURAN (2.5 X 19) CM, KAYU KELAS I/II 0.0060 0.1000 0.1000 0.2000 0.0200 0.0050
m3 Kg oh oh oh oh
Papan Kayu Kamper Paku 5 Cm dan 7 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
22 MEMASANG 1 M' LISPLANK UKURAN (2.5 X 14) CM, KAYU KELAS I/II 0.0040 0.0500 0.1000 0.2000 0.0200 0.0050
m3 Kg oh oh oh oh
Papan Kayu Kamper Paku 5 Cm dan 7 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
22.A MEMASANG 1 M' LISPLANK UKURAN (2.5 X 12) CM, KAYU KELAS I/II 0.0030 0.0500 0.1000 0.2000 0.0200 0.0050
m3 Kg oh oh oh oh
Papan Kayu Kamper Paku 5 Cm dan 7 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
22.B MEMASANG 1 M' LISPLANK UKURAN (2.5 X 9) CM, KAYU KELAS I/II 0.0030 0.0500 0.1000
m3 Papan Kayu Kamper Kg Paku 5 Cm dan 7 Cm oh Pekerja
Page 31 of 167
NO 1
0.2000 0.0200 0.0050
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
82,800.00 82,000.00 102,500.00 Total :
16,560.00 1,640.00 512.50 26,072.50
17,500.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 16,560.00 1,640.00 512.50 26,072.50
5,600,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 37,260.00 3,690.00 820.00 52,810.00
5,600,000.00 10,150.00 27,650.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 37,260.00 3,690.00 820.00 52,810.00
5,600,000.00 10,150.00 27,650.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
14,720.00 49,680.00 4,920.00 1,025.00 70,345.00
oh Tukang Kayu oh Kepala Tukang oh Mandor
22C MEMASANG 1 M' LISPLANK KAYU SEMEN 1.0500 0.0500 0.1000 0.2000 0.0200 0.0050
23
m1 Kg oh oh oh oh
Kayu semen Eave 9 (235 mm x 3050 mm x 14 mm) Paku 5 Cm dan 7 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
MEMASANG 1 M2 RANGKA DINDING PEMISAH (60 X 120) CM, KAYU KELAS II/III 0.0280 0.1500 0.1500 0.4500 0.0450 0.0080
m3 Kg oh oh oh oh
Balok Kayu Kamper Paku 5 Cm dan 7 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
24 MEMASANG 1 M2 RANGKA DINDING PEMISAH TEAKWOOD RANGKAP, RANGKA KAYU KELAS II 0.0280 0.1500 0.8600 0.5600 0.1500 0.4500 0.0450 0.0080
m3 Kg Lbr Kg oh oh oh oh
Balok Kayu Kamper Paku 5 Cm dan 7 Cm Teakwood 4 mm uk 90x220 cm Lem Kayu Pekerja Tukang Kayu Kepala Tukang Mandor
25 MEMASANG 1 M2 RANGKA DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KELAS II 0.0280 0.1500 0.8600 0.5600 0.2000 0.6000 0.0600 0.0100
m3 Kg Lbr Kg oh oh oh oh
Balok Kayu Kamper Paku 5 Cm dan 7 Cm Plywood tebal 4 mm uk 120 x 240 cm Lem Kayu Pekerja Tukang Kayu Kepala Tukang Mandor
Page 32 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
HARGA UPAH (Rp) 4
26 MEMASANG 1 M2 LAMBRIZIRING DARI PAPAN KAYU KELAS I 0.0070 0.1000 0.1500 0.6000 1.8000 0.1800 0.0300
m3 Kg Kg oh oh oh oh
Papan Kayu Kamper Paku 5 Cm dan 10 Cm Paku Skrup 10 cm Pekerja Tukang Kayu Kepala Tukang Mandor
5,565,000.00 10,150.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
44,160.00 149,040.00 14,760.00 3,075.00 211,035.00
46,200.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
1,840.00 6,210.00 656.00 102.50 8,808.50
27 MEMASANG 1 M2 LAMBRIZIRING DARI PLYWOOD UKURAN (120 X 240) CM 0.4000 0.0500 0.0250 0.0750 0.0080 0.0010
VII 1
MEMBUAT 1 M³ BETON MUTU f'C= 7,4 Mpa (K100), Slump (12 ± 2)cm, w/c = 0,87 kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
MEMBUAT 1 M³ BETON MUTU f'C= 9,8 Mpa (K125), Slump (12 ± 2)cm, w/c = 0,78 276.0000 828.0000 1,012.0000
215.0000 1.6500 0.2750 0.0280 0.0830
3
Plywood tebal 4 mm uk 120 x 240 cm Paku 1 Cm dan 2.5 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
PEKERJAAN BETON ( SNI 7394:2008) 247.0000 869.0000 999.0000 215.0000 1.6500 0.2750 0.0280 0.0830
2
Lbr Kg oh oh oh oh
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00
121,440.00 21,505.00
MEMBUAT 1 M³ BETON MUTU f'C= 12,2 Mpa (K150), Slump (12 ± 2)cm, w/c = 0,72 299.0000 799.0000 1,017.0000
215.0000 1.6500 0.2750
kg kg kg lt oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu
Page 33 of 167
NO 1
0.0280 0.0830
4
1,029.0000
215.0000 1.6500 0.2750 0.0280 0.0830
1,031.0000
215.0000 1.6500 0.2750 0.0280 0.0830
1,047.0000
215.0000 1.6500 0.2750 0.0280 0.0830
4
77,900.00 102,500.00 Total :
2,181.20 8,507.50 153,633.70
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00
121,440.00
MEMBUAT 1 M³ BETON MUTU f'C= 21,7 Mpa (K250), Slump (12 ± 2)cm, w/c =0,56 384.0000 692.0000 1,039.0000
215.0000 1.6500 0.2750 0.0280 0.0830 8
3
MEMBUAT 1 M³ BETON MUTU f'C= 19,3 Mpa (K225), Slump (12 ± 2)cm, w/c = 0,58 371.0000 698.0000
7
2
oh Kepala Tukang oh Mandor
MEMBUAT 1 M³ BETON MUTU f'C= 16,9 Mpa (K200), Slump (12 ± 2)cm, w/c = 0,61 352.0000 731.0000
6
HARGA UPAH (Rp)
MEMBUAT 1 M³ BETON MUTU f'C= 14,5 Mpa (K175), Slump (12 ± 2)cm, w/c = 0,66 326.0000 760.0000
5
URAIAN
HARGA SATUAN (Rp)
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
MEMBUAT 1 M³ BETON MUTU f'C= 24,0 Mpa (K275), Slump (12 ± 2)cm, w/c =0,53 406.0000 684.0000 1,026.0000
215.0000 1.6500
kg kg kg lt oh
Semen Portland Pasir Beton Koral Beton Air Pekerja
Page 34 of 167
NO 1
0.2750 0.0280 0.0830 9
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
oh Tukang Batu oh Kepala Tukang oh Mandor
21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
7,420.00 14,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
5,152.00 5,474.00 545.30 410.00 11,581.30
8,621.56 14,500.00 73,600.00 78,200.00 77,900.00 102,500.00
1,840.00 1,955.00 155.80 102.50
MEMBUAT 1 M³ BETON MUTU f'C= 26,4 Mpa (K300), Slump (12 ± 2)cm, w/c =0,52 413.0000 681.0000 1,021.0000
215.0000 1.6500 0.2750 0.0280 0.0830
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
10 MEMBUAT 1 M³ BETON MUTU f'C= 28,8 Mpa (K325), Slump (12 ± 2)cm, w/c =0,49 439.0000 kg Semen Portland 670.0000 kg Pasir Beton 1,006.0000 kg Koral Beton 215.0000 lt Air 1.6500 oh Pekerja 0.2750 oh Tukang Batu 0.0280 oh Kepala Tukang 0.0830 oh Mandor 11
78,200.00 77,900.00 102,500.00 Total :
MEMBUAT 1 M³ BETON MUTU f'C= 31,2 Mpa (K350), Slump (12 ± 2)cm, w/c =0,48 448.0000 667.0000 1,000.0000
215.0000 1.6500 0.2750 0.0280 0.0830
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
12 PEMBESIAN 10 KG DENGAN BESI POLOS ATAU BESI ULIR 10.5000 kg Besi Beton (Polos/ Ulir) 0.1500 kg Kawat Beton 0.0700 oh Pekerja 0.0700 oh Tukang Besi 0.0070 oh Kepala Tukang 0.0040 oh Mandor
12.a PEMBESIAN 10 KG DENGAN JARING BAJA/WIRE MESH 10.2000 kg Jaring kawat baja dilas 0.0500 kg Kawat Beton 0.0250 oh Pekerja 0.0250 oh Tukang Besi 0.0020 oh Kepala Tukang 0.0010 oh Mandor
Page 35 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
Total : 12.b PEMASANGAN 1 M2 FLOOR DECK UNTUK PLAT LANTAI 1.2000 m2 Floor Deck tbl. 0.75 mm 0.0054 m3 Kayu Perancah/Kruing 0.1000 kg Paku 0.0500 oh Pekerja 0.0500 oh Tukang Besi 0.0250 oh Kepala Tukang 0.0250 oh Mandor 1.0000 ls Alat Bantu
HARGA UPAH (Rp) 4
4,053.30
120,000.00 2,940,000.00 10,150.00 73,600.00 78,200.00 77,900.00 102,500.00 8,500.00 Total :
12,100.00
Untuk 2x pakai
840,000.00 10,500.00 9,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
38,272.00 21,528.00 2,132.00 2,665.00 64,597.00 64,597.00
Untuk 2x pakai
840,000.00 10,500.00 9,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
38,272.00 21,528.00 2,132.00 2,665.00 64,597.00 64,597.00
Untuk 2x pakai
840,000.00 10,500.00 9,000.00 2,450,000.00 59,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50
13 1 M2 PASANG BEKISTING UNTUK PONDASI 0.0400 m3 Kayu Kelas III 0.3000 kg Paku Biasa 5' - 10' 0.1000 ltr Minyak Bekisting 0.5200 oh Pekerja 0.2600 oh Tukang Kayu 0.0260 oh Kepala Tukang 0.0260 oh Mandor
14 1 M2 PASANG BEKISTING UNTUK SLOOF 0.0400 m3 Kayu Kelas III 0.3000 kg Paku Biasa 5' - 10' 0.1000 ltr Minyak Bekisting 0.5200 oh Pekerja 0.2600 oh Tukang Kayu 0.0260 oh Kepala Tukang 0.0260 oh Mandor
15 1 M2 PASANG BEKISTING UNTUK KOLOM 0.0400 m3 Kayu Kelas III 0.4000 kg Paku Biasa 5' - 12' 0.2000 ltr Minyak Bekisting 0.0150 m3 Kayu Usuk 4/6 0.3500 lbr Plywood 9 mm 0.6600 oh Pekerja 0.3300 oh Tukang Kayu 0.0330 oh Kepala Tukang 0.0330 oh Mandor
16 1 M2 PASANG BEKISTING UNTUK BALOK 0.0400 m3 Kayu Kelas III 0.4000 kg Paku Biasa 5' - 12'
840,000.00 10,500.00
Page 36 of 167
3,680.00 3,910.00 1,947.50 2,562.50
NO 1
0.2000 0.0180 0.3500 0.3100 0.6600 0.3300 0.0330 0.0330
ltr m3 lbr m2 oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
Minyak Bekisting Kayu Usuk 4/6 Plywood 9 mm Schaffolding Pekerja Tukang Kayu Kepala Tukang Mandor Untuk 2x pakai
9,000.00 2,450,000.00 59,500.00 44,200.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50
Untuk 2x pakai
840,000.00 10,500.00 9,000.00 2,450,000.00 59,500.00 44,200.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50
Untuk 2x pakai
840,000.00 10,500.00 9,000.00 2,450,000.00 59,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50
2,940,000.00 10,500.00 120,000.00 15000 73,600.00 82,800.00 82,000.00 102,500.00 Total :
3,680.00 4,140.00 2,050.00 2,562.50 12,432.50
17 1 M2 PASANG BEKISTING UNTUK LANTAI 0.0400 m3 Kayu Kelas III 0.4000 kg Paku Biasa 5' - 12' 0.2000 ltr Minyak Bekisting 0.0150 m3 Kayu Usuk 4/6 0.3500 lbr Plywood 9 mm 1.0000 m2 Schaffolding 0.6600 oh Pekerja 0.3300 oh Tukang Kayu 0.0330 oh Kepala Tukang 0.0330 oh Mandor
17A 1 M2 PASANG BEKISTING UNTUK PERAPET / MEJA BETON 0.0400 m3 Kayu Kelas III 0.4000 kg Paku Biasa 5' - 12' 0.2000 ltr Minyak Bekisting 0.0150 m3 Kayu Usuk 4/6 0.3500 lbr Plywood 9 mm 0.6600 oh Pekerja 0.3300 oh Tukang Kayu 0.0330 oh Kepala Tukang 0.0330 oh Mandor
17 b 1 M2 BEKESTING LANTAI FLOORDECK TIPE PLAT 0.0054 m3 Kayu Perancah/kruing 0.1000 Kg paku 1.2000 m2 Floordeck Tebal 0.75mm 1.0000 Ls alat Bantu 0.0500 oh Pekerja 0.0500 oh Tukang besi 0.0250 oh Kepala Tukang 0.0250 oh Mandor
18 1 M2 PASANG BEKISTING UNTUK DINDING 0.0300 0.4000 0.2000
M3 Kayu Kelas III Kg Paku Biasa 5' - 12' Ltr Minyak Bekisting
840,000.00 10,500.00 9,000.00
Page 37 of 167
NO 1
0.0200 0.3500 0.3100 4.0000 0.6600 0.3300 0.0330 0.0330
M Lbr m2 Bh Oh Oh Oh Oh 3
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
Kayu Usuk 4/6 Plywood 9 mm Schaffolding Formite/penjaga jarak bekisting/spacer Pekerja Tukang Kayu Kepala Tukang Mandor
2,450,000.00 59,500.00 44,200.00 2,000.00 73,600.00 82,800.00 82,000.00 102,500.00
Untuk 2x pakai Untuk saluran 4 x pakai 19 1 M2 PASANG BEKISTING UNTUK TANGGA 0.0300 m3 Kayu Kelas III 0.4000 kg Paku Biasa 5' - 12' 0.1500 ltr Minyak Bekisting 0.0150 m3 Kayu Usuk 4/6 0.3500 lbr Plywood 9 mm 1.0000 m2 Schaffolding 0.6600 oh Pekerja 0.3300 oh Tukang Kayu 0.0330 oh Kepala Tukang 0.0330 oh Mandor Untuk 2x pakai 20 1 M2 PASANG JEMBATAN UNTUK PENGECORAN BETON 0.0264 m3 Kayu Kelas III (Papan) 0.6000 kg Paku Biasa 5' - 12' 0.5000 btg Dolken Kayu 8" - 10"/4m 0.1500 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0080 oh Mandor
21 1 M3 MEMBUAT PONDASI BETON BERTULANG (150 KG BESI + BEKISTING) 0.2000 m3 Kayu Kelas III 1.5000 kg Paku Biasa 5' - 12' 0.4000 ltr Minyak Bekisting 157.0000 kg Besi Beton 2.2500 kg Kawat Beton 336.0000 kg Semen Portland 0.5400 m3 Pasir Beton 0.8100 m3 Koral Beton 5.3000 oh Pekerja 0.2750 oh Tukang Batu 1.3000 oh Tukang Kayu 1.0500 oh Tukang Besi 0.2620 oh Kepala Tukang 0.2650 oh Mandor
Page 38 of 167
Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50 81,988.50
840,000.00 10,500.00 9,000.00 2,450,000.00 59,500.00 44,200.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50
840,000.00 10,500.00 385,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 4,140.00 410.00 820.00 16,410.00
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00
390,080.00 21,505.00 107,640.00 82,110.00 20,409.80 27,162.50
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
22 1 M3 MEMBUAT SLOOF BETON BERTULANG (200 KG + BEKISTING) 0.2700 m3 Kayu Kelas III 2.0000 kg Paku Biasa 5' - 12' 0.6000 ltr Minyak Bekisting 210.0000 kg Besi Beton 3.0000 kg Kawat Beton 336.0000 kg Semen Portland 0.5400 m3 Pasir Beton 0.8100 m3 Koral Beton 5.6500 oh Pekerja 0.2750 oh Tukang Batu 1.5600 oh Tukang Kayu 1.4000 oh Tukang Besi 0.3230 oh Kepala Tukang 0.2830 oh Mandor
23 1 M3 MEMBUAT KOLOM BETON BERTULANG (300 KG BESI + BEKISTING) 0.4000 m3 Kayu Kelas III 4.0000 kg Paku Biasa 5' - 12' 2.0000 ltr Minyak Bekisting 315.0000 kg Besi Beton 4.5000 kg Kawat Beton 336.0000 kg Semen Portland 0.5400 m3 Pasir Beton 0.8100 m3 Koral Beton 0.1500 m3 Kayu Kelas II balok 3.5000 lbr Plywood 9 mm 20.0000 btg Dolken Kayu 8" /4 m 7.0500 oh Pekerja 0.2750 oh Tukang Batu 1.6500 oh Tukang Kayu 2.1000 oh Tukang Besi 0.4030 oh Kepala Tukang 0.3530 oh Mandor
4
Total :
648,907.30
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00 Total :
415,840.00 21,505.00 129,168.00 109,480.00 25,161.70 29,007.50 730,162.20
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 2,940,000.00 59,500.00 385,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00 Total :
518,880.00 21,505.00 136,620.00 164,220.00 31,393.70 36,182.50 908,801.20
1 M3 MEMBUAT BALOK BETON BERTULANG (200 KG BESI + BEKISTING) 24 0.3200 3.2000 1.6000 210.0000 3.0000 336.0000 0.5400 0.8100 0.1400
m3 kg ltr kg kg kg m3 m3 m3
Kayu Kelas III Paku Biasa 5' - 12' Minyak Bekisting Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Kayu Kelas II balok
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 2,940,000.00
Page 39 of 167
HARGA UPAH (Rp)
NO
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
1
2.8000 16.0000 6.3500 0.2750 1.6500 1.4000 0.3330 0.3180
lbr btg oh oh oh oh oh oh
Plywood 9 mm Dolken Kayu 8" /4 m Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
59,500.00 385,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00 Total :
467,360.00 21,505.00 136,620.00 109,480.00 25,940.70 32,595.00 793,500.70
1 M3 MEMBUAT PLAT BETON BERTULANG (150 KG BESI + BEKISTING 25 0.3200 3.2000 1.6000 157.5000 2.2500 336.0000 0.5400 0.8100 0.1200 2.8000 32.0000 5.3000 0.2750 1.3000 1.0500 0.2650 0.2650
m3 kg ltr kg kg kg m3 m3 m3 lbr btg oh oh oh oh oh oh
Kayu Kelas III Paku Biasa 5' - 12' Minyak Bekisting Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Kayu Kelas II balok Plywood 9 mm Dolken Kayu 8" /4 m Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 2,940,000.00 59,500.00 385,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00
390,080.00 21,505.00 107,640.00 82,110.00 20,643.50 27,162.50 649,141.00
1 M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING) 26 0.2400 3.2000 1.6000 157.0000 2.2500 336.0000 0.5400 0.8100 0.1600 2.8000 24.0000 5.3000 0.2750 1.3000 1.0500 0.2620 0.2650
m3 kg ltr kg kg kg m3 m3 m3 lbr btg oh oh oh oh oh oh
Kayu Kelas III Paku Biasa 5' - 12' Minyak Bekisting Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Kayu Kelas II balok Plywood 9 mm Dolken Kayu 8" /4 m Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 2,940,000.00 59,500.00 385,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00
1 M3 MEMBUAT DINDING BETON BERTULANG (200 KG BESI + BEKISTING) 27 0.2500
m3 Kayu Kelas III
840,000.00
Page 40 of 167
390,080.00 21,505.00 107,640.00 82,110.00 20,409.80 27,162.50 648,907.30
NO 1
3.0000 1.2000 210.0000 3.0000 336.0000 0.5400 0.8100 0.1050 2.5000 14.0000 5.6500 0.2750 1.5600 1.4000 0.3230 0.2830
kg ltr kg kg kg m3 m3 m3 lbr btg oh oh oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
Paku Biasa 5' - 12' Minyak Bekisting Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Kayu Kelas II balok Plywood 9 mm Dolken Kayu 8" /4 m Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 2,940,000.00 59,500.00 385,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00
415,840.00 21,505.00 129,168.00 109,480.00 25,161.70 29,007.50 730,162.20
1 M1 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11 X 11 CM) 28 0.0020 0.0100 3.0000 0.0450 4.0000 0.0060 0.0090 0.1800 0.0200 0.0200 0.0200 0.0060 0.0090 29
m3 kg kg kg kg m3 m3 oh oh oh oh oh oh
Kayu Kelas III Paku Biasa 5' - 12' Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
840,000.00 10,500.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00 Total :
13,248.00 1,564.00 1,656.00 1,564.00 467.40 922.50 19,421.90
840,000.00 10,500.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00 Total :
21,859.20 2,580.60 2,732.40 2,580.60 779.00 1,537.50 32,069.30
1 M1 MEMBUAT KOLOM PENGUAT BETON BERTULANG (10 X 15 CM) 0.0030 0.0200 3.6000 0.0500 5.5000 0.0090 0.0150 0.2970 0.0330 0.0330 0.0330 0.0100 0.0150
m3 kg kg kg kg m3 m3 oh oh oh oh oh oh
Kayu Kelas III Paku Biasa 5' - 12' Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
Page 41 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
HARGA UPAH (Rp) 4
30 1 M1 PENGEBORAN DAN MEMBUAT BETON BOREFILE DIA 30 CM 1.0000
m1
Pengeboran dengan sistim Dry Boring
0.0707
m3
Beton K. 300
16.1700
kg
Pembesian
0.1000
lot
Perlengkapan kerja
250,000.00 790,507.91 9,166.63 454,113.32
31 1 M1 PENGEBORAN DAN MEMBUAT BETON BOREFILE DIA 40 CM 1.0000
m1
Pengeboran dengan sistim Dry Boring
0.1257
m3
Beton K. 300
21.5600
kg
Pembesian
0.1000
lot
Perlengkapan kerja
32 1 M1 PEKERJAAN WATERSTOP LEBAR 25 CM 1.0000 m1 Waterstop WSF 250 1.0000 ls upah pasang
250,000.00 790,507.91 9,166.63 546,999.39
325,000.00 125,000.00
33 1 KG WATERPROFING (DICAMPUR DALAM BETOB) 1.0000 kg Waterprofing setara Penetron Admix 1.0000 ls upah kerja
15,000.00 40,000.00
125,000.00 125,000.00
40,000.00 40,000.00
VIII PEKERJAAN PENUTUP ATAP (SNI 03-3436-2002) 1
2
3
1 M2 PEKERJAAN ATAP GENTENG KARANGPILANG SETARA GOOYEAR 20.0000 bh Genteng 0.1500 oh Pekerja 0.0600 oh Tukang Kayu 0.0060 oh Kepala Tukang 0.0080 oh Mandor
1 M2 PEKERJAAN ATAP GENTENG PLENTONG DI CAT 25.0000 bh Genteng Plentong Dicat 0.1500 oh Pekerja 0.0600 oh Tukang Kayu 0.0060 oh Kepala Tukang 0.0080 oh Mandor
1 M1 PASANG BUBUNGAN GENTENG PLENTONG 5.0000 bh Bubungan Plentong 8.0000 kg Semen Portland 0.0320 m3 Pasir Pasang 0.4000 oh Pekerja 0.2000 oh Tukang Kayu 0.0200 oh Kepala Tukang 0.0020 oh Mandor
3A 1 M' PASANG BUBUNGAN ATAP GENTENG KARANGPILANG SETARA GOODYEAR
Page 42 of 167
3,080.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 4,968.00 492.00 820.00 17,320.00
3,850.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 4,968.00 492.00 820.00 17,320.00
4,250.00 1,100.00 145,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
29,440.00 16,560.00 1,640.00 205.00 47,845.00
NO 1
3.5000 8.0000 0.0320 0.4000 0.2000 0.0200 0.0020 4
5
6
7
8
bh kg m3 oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
7,000.00 1,100.00 145,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
29,440.00 16,560.00 1,640.00 205.00 47,845.00
21,700.00 17,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
10,304.00 5,796.00 574.00 717.50 17,391.50
27,700.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
6,182.40 10,350.00 1,066.00 410.00 18,008.40
9,300.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
12,217.60 20,700.00 2,050.00 820.00 35,787.60
45,400.00 10,150.00 10,150.00 5,565,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
9,200.00 20,700.00 2,050.00 820.00 32,770.00
13,500.00 11,000.00 73,600.00 102,500.00 Total :
14,720.00 1,025.00 15,745.00
Bubungan genteng Semen Portland Pasir Pasang Pekerja Tukang Kayu Kepala Tukang Mandor
1 M2 PASANG ATAP GENTENG ASBES GELOMBANG 1.8 M X 0.92 M X 5 MM 0.7500 lbr Asbes Gelombang 1.8 mx0.92mx5mm 0.1200 kg Paku Pancing 60 x 230 0.1400 oh Pekerja 0.0700 oh Tukang Kayu 0.0070 oh Kepala Tukang Kayu 0.0070 oh Mandor
1 M1 PASANG BUBUNGAN STEL GELOMBANG 0.92 M 2.4000 lbr Bubungan Stel Gelombang 6.0000 kg Paku Skrup 3,5" 0.0840 oh Pekerja 0.1250 oh Tukang Kayu 0.0130 oh Kepala Tukang 0.0040 oh Mandor 1 M2 PEKERJAAN ATAP SIRAP 60.0000 bh Genteng Sirap 0.2000 kg Paku Biasa 1/2" - 1" 0.1660 oh Pekerja 0.2500 oh Tukang Kayu 0.0250 oh Kepala Tukang 0.0080 oh Mandor
1 M2 PEKERJAAN ATAP NOK SIRAP 0.4000 lbr Seng plat 3" x 6" BJLS 28 0.0600 kg Paku biasa 1/2" - 1" 0.0500 kg Paku biasa 2" - 5" 0.0040 m3 Kayu papan 3 cm 0.1250 oh Pekerja 0.2500 oh Tukang kayu 0.0250 oh Kepala Tukang 0.0080 oh Mandor
1 M2 PASANG ATAP ALANG-ALANG 3 M1 6.5000 lbr Alang - alang 0.5000 glg Tali pengikat 0.2000 oh Pekerja 0.0100 oh Mandor
Page 43 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
4
45,400.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
8,832.00 4,968.00 492.00 615.00 14,907.00
9
1 M2 PEKERJAAN ATAP SENG GELOMBANG 0.7000 lbr Seng Gelombang 3" x 6" BJLS 28 0.0200 kg Paku Biasa 1/2" - 1" 0.1200 oh Pekerja 0.0600 oh Tukang Kayu 0.0060 oh Kepala Tukang 0.0060 oh Mandor
9A 1 M2 PEKERJAAN ATAP ARCRYLIC TBL 0.50 MM + RANGKA PIPA GALVANIS + FINISHING 2.5000 m1 Besi Pipa Galvanis dia 2, 5 " 68,250.00 0.1000 ls Perlengkapan (dari harga material) 170,625.00 1.0500 m2 Atap Arcrylic tbl.0,50 mm 45,000.00 1.0000 ls Ongkos kerja 75,000.00 0.6000 m2 Cat Menie Besi 22,022.50 0.6000 m2 Cat Besi 22,943.40 Total : 10 1 M2 PASANGAN LAPISANG ALUMINIUM FOIL 1.0500 m2 Aluminium Foil 0.1500 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0080 oh Mandor
11
1 M1 PASANG NOK SENG GELOMBANG 0.3000 lbr Seng Plat 3" x 6" BJLS 28 0.0400 kg Paku biasa 1/2" - 1" 0.1500 oh Pekerja 0.0700 oh Tukang Kayu 0.0080 oh Kepala Tukang 0.0060 oh Mandor
11A 1 UNIT PASANG CELEDU FIBREGLASS DIBUAT DI WORKSHOP 1.0000 bh Celedu Fiberglass 1.0000 ls Mobilisasi 0.2000 m³ Pasang beton dudukan 2.0000 m' seng BJLS 40 flashing 0.4000 oh Pekerja 0.1000 oh Tukang batu 0.0100 oh Kepala Tukang 0.0100 oh Mandor 11B 1 UNIT PASANG MURDA FIBREGLASS DIBUAT DI WORKSHOP 1.0000 bh Murda Fiberglass 1.0000 ls Mobilisasi 0.0320 m³ Pasang betotn dudukan 0.4000 oh Pekerja 0.1000 oh Tukang batu
Page 44 of 167
HARGA UPAH (Rp)
75,000.00
75,000.00
198,380.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 4,140.00 410.00 820.00 16,410.00
45,400.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 5,796.00 656.00 615.00 18,107.00
95,000.00 50,000.00 600,000.00 45,000.00 73,600.00 78,200.00 82,000.00 102,500.00 Total :
29,440.00 7,820.00 820.00 1,025.00 39,105.00
85,000.00 50,000.00 600,000.00 73,600.00 78,200.00
29,440.00 7,820.00
NO 1
0.0100 0.0100
IX
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
oh Kepala Tukang oh Mandor
82,000.00 102,500.00 Total :
820.00 1,025.00 9,665.00
5,565,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00
58,880.00 66,240.00 6,560.00 4,100.00
Total :
135,780.00
21,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00
3,680.00 4,140.00 410.00 307.50
Total :
8,537.50
PEKERJAAN LANGIT - LANGIT (SNI 2839-2008) 1
2
3
4
5
6
1 M2 PASANG LANGIT-LANGIT LAMBRIZIRING 0.0150 m3 Kayu Papan kanfer 0.0100 kg Paku Biasa 1/2" - 1" 0.8000 oh Pekerja 0.8000 oh Tukang Kayu 0.0800 oh Kepala Tukang 0.0400 oh Mandor 1 M1 PASANG LIST LANGIT-LANGIT KAYU PROFIL 1.0500 m1 List Kayu Profil 0.1000 kg Paku list SQ 0.0500 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0030 oh Mandor 1 M2 PASANG LANGIT-LANGIT GYPSUM BOARD UKURAN (1200X2400X9) MM 0.3640 lbr Gypsum Board (120x240x9) 0.1100 kg Paku Sekrup 0.1000 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0050 oh Mandor 2.4000 m' Hollow Galvalum 3.3000 m' Penggantung 1 M2 PEKERJAAN LANGIT-LANGIT KALSIBOARD UKURAN (1200X2400X4,5) MM 0.3640 lbr Kalsiboard 1200 mm x 2400 mm x 4,5 mm 0.1100 kg Paku Sekrup 0.1000 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0050 oh Mandor 2.4000 m' Hollow Galvalum 3.3000 m' Penggantung 1 M2 PEKERJAAN PLAFOND GT LUMBER 15 MM 0.3646 lbr GT lumber 0.1100 kg Paku Sekrup 0.1000 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0050 oh Mandor 1 M1 PASANG LIST PLAFON GYPSUM PROFIL
Page 45 of 167
31,500.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 18,000.00 13,500.00 Total :
7,360.00 4,140.00 410.00 512.50
12,422.50
26,600.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 18,000.00 13,500.00 Total :
12,422.50
45,000.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 4,140.00 410.00 512.50 12,422.50
7,360.00 4,140.00 410.00 512.50
NO 1
1.0500 0.1500 0.0600 0.0600 0.0060 0.0030 7
8
9
X
m1 kg oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
List Kayu Profil 7 x 7 Tepung Gypsum Pekerja Tukang Kayu Kepala Tukang Mandor
1 M2 PEKERJAAN PARTISI GYPSUM TEBAL 15 Cm 2 SISI 16.9000 m1 Rangka Holo 4x4 2.0000 m2 Rokwool tbl. 2.5 cm 1.5280 m2 Gypsum tbl 9 mm 0.5600 kg Lem kayu 0.2000 box Sekrup 1.0000 ls Upah kerja
1 M2 PASANG LANGIT-LANGIT KAYU SEMEN 2.7000 bt Kayu Semen lap sidding 8" G2 (200 mm x 3050 mm x 11 0.1100 kg Paku Sekrup 0.1000 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0050 oh Mandor 1 M1 PASANG LIST LANGIT-LANGIT DARI KAYU SEMEN 1.0500 m1 List Kayu Semen 0.1000 kg Paku list SQ 0.0500 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0030 oh Mandor
12,500.00 15,000.00 73,600.00 82,800.00 82,000.00 102,500.00
4,416.00 4,968.00 492.00 307.50
Total :
10,183.50
2,765.00 28,500.00 31,500.00 12,500.00 15,750.00 50,000.00
50,000.00 50,000.00
71,820.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 4,140.00 410.00 512.50 12,422.50
16,000.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00
3,680.00 4,140.00 410.00 307.50
Total :
8,537.50
PEKERJAAN SANITASI ( SNI 2002 ) 1
MEMASANG 1 BUAH KLOSET DUDUK/MONOBLOK 1.0000 bh Kloset Duduk CW 660 NJ/SW 660J (Komplit) setara TOT Perlengkapan 6% x harga kloset 3.3000 oh Pekerja 1.1000 oh Tukang batu 0.0010 oh Kepala Tukang 0.1600 oh Mandor
1.A MEMASANG 1 BUAH KLOSET DUDUK/MONOBLOK DISABLED 1.0000 bh Kloset Duduk Disabled Type CW. 705 L setara TOTO Perlengkapan 6% x harga kloset 3.3000 oh Pekerja 1.1000 oh Tukang batu 0.0010 oh Kepala Tukang 0.1600 oh Mandor
2
MEMASANG 1 BUAH KLOSET JONGKOK CE 6 KOMPLIT SET
Page 46 of 167
1,504,790.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
242,880.00 86,020.00 77.90 16,400.00 345,377.90
1,930,600.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
242,880.00 86,020.00 77.90 16,400.00 345,377.90
NO
URAIAN
1
2
1.0000 6.0000 0.0100 1.0000 1.5000 1.5000 0.1600
bh kg m3 oh oh oh oh
Kloset jongkok CE 6 Semen Portland Pasir Pasang Pekerja Tukang batu Kepala Tukang Mandor
2A MEMASANG 1 BUAH KLOSET JONGKOK CE 9 KOMPLIT SET 1.0000 bh Kloset jongkok CE 9 6.0000 kg Semen Portland 0.0100 m3 Pasir Pasang 1.0000 oh Pekerja 1.5000 oh Tukang batu 1.5000 oh Kepala Tukang 0.1600 oh Mandor
3
MEMASANG 1 BUAH URINOIR TYPE U57 1.0000 bh Urinoir Type U 57 setara TOTO Perlengkapan 6% x harga Urin 6.0000 kg Semen Portland 0.0100 m3 Pasir Pasang 1.0000 oh Pekerja 1.0000 oh Tukang batu 0.1000 oh Kepala Tukang 0.1000 oh Mandor
3A MEMASANG 1 BUAH PENYEKAT URINOIR 1.0000 bh Urinoar Partition A 100 Wite Perlengkapan 6% x harga Urin 6.0000 kg Semen Portland 0.0100 m3 Pasir Pasang 1.0000 oh Pekerja 1.0000 oh Tukang batu 0.1000 oh Kepala Tukang 0.1000 oh Mandor
4
MEMASANG 1 BUAH WASHTAFEL 1.0000 bh Wastafel Type L 512 V1A (Komplit) setara TOTO Perlengkapan 12% x harga wast 6.0000 kg Semen Portland 0.0100 m3 Pasir Pasang 1.2000 oh Pekerja 1.4500 oh Tukang batu 0.1500 oh Kepala Tukang 0.1000 oh Mandor
Page 47 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
293,440.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
73,600.00 117,300.00 116,850.00 16,400.00 324,150.00
1,870,820.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
73,600.00 117,300.00 116,850.00 16,400.00 324,150.00
1,452,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
73,600.00 78,200.00 7,790.00 10,250.00 169,840.00
721,000.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
73,600.00 78,200.00 7,790.00 10,250.00 169,840.00
625,100.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
88,320.00 113,390.00 11,685.00 10,250.00 223,645.00
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
4.A MEMASANG 1 BUAH WASHTAFEL DISABLED 1.0000 bh Wastafel Disabled Type LW103 JT 01 setara TOTO Perlengkapan 12% x harga wast 6.0000 kg Semen Portland 0.0100 m3 Pasir Pasang 1.2000 oh Pekerja 1.4500 oh Tukang batu 0.1500 oh Kepala Tukang 0.1000 oh Mandor
4.B MEMASANG 1 BUAH SINK DOUBLE TOTO 1.0000 bh Sink Double 1.0000 bh Stop Valve setara Toto 1.0000 bh Kran Kombinasi Perlengkapan 12% x harga wast 1.2000 oh Pekerja 1.4500 oh Tukang Plambing 0.1500 oh Kepala Tukang 0.1000 oh Mandor
4
1,930,600.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
88,320.00 113,390.00 11,685.00 10,250.00 223,645.00
450,000.00 60,000.00 85,000.00 73,600.00 78,200.00 77,900.00 102,500.00
4C MEMASANG 1 BUAH JET SPRAY 1.0000 bh Jetwasher Type TGB 500 AZRV 24 setara TOTO 1.0000 ls Perlengkapan 1.0000 ls Upah Kerja (Lumpsum)
175,000.00 10,500.00 25,000.00
4D MEMASANG 1 BUAH FLOOR DRAIN 1.0000 bh Floor Drain 2 " Type TX 1 BN setara TOTO 1.0000 ls Perlengkapan 1.0000 ls Upah Kerja (Lumpsum)
246,400.00 14,784.00 25,000.00
4E MEMASANG 1 BUAH PAPER HOLDER 1.0000 bh Floor Paper Holder Type YH 116 setara TOTO 1.0000 ls Perlengkapan 1.0000 ls Upah Kerja (Lumpsum)
4F MEMASANG 1 BUAH BAR GRAB DISABLE 1.0000 bh Grab Bar Disable Type TX 3 A3 setara TOTO 1.0000 ls Perlengkapan 1.0000 ls Upah Kerja (Lumpsum)
5
HARGA UPAH (Rp)
MEMASANG 1 BUAH BAK MANDI FIBREGLASS, VOLUME 0,30 M3 1.0000 bh Bak Fibreglass Perlengkapan 18% x harga wast 1.8000 oh Pekerja
Page 48 of 167
25,000.00
1,229,200.00 73,752.00 60,000.00
88,320.00 113,390.00 11,685.00 10,250.00 223,645.00
25,000.00 25,000.00
25,000.00 25,000.00
25,000.00 25,000.00
60,000.00 60,000.00
185,000.00 73,600.00
132,480.00
NO 1
2.7000 0.5400 0.1100
URAIAN
HARGA SATUAN (Rp)
2
3
oh Tukang batu oh Kepala Tukang oh Mandor
78,200.00 77,900.00 102,500.00 Total :
MEMASANG 1 M1 PIPA GALVANIS f 0,5" - 1 " 1.2000 m1 Pipa galvanis dia 0,5" 1.2000 m1 Pipa Galvanis dia 0,75" 1.2000 m1 Pipa galvanis dia 1" Perlengkapan dia 0,5" 35% x harga pipa Perlengkapan dia 0,75" 35% x harga pipa Perlengkapan dia 1" 35% x harga pipa 0.0540 oh Pekerja 0.0900 oh Tukang Pipa 0.0090 oh Kepala Tukang 0.0270 oh Mandor 6 MEMASANG 1 M1 PIPA GALVANIS F 0,5 " 6A MEMASANG 1 M1 PIPA GALVANIS F 0,75 " 6B MEMASANG 1 M1 PIPA GALVANIS F 0,1 "
HARGA UPAH (Rp) 4
211,140.00 42,066.00 11,275.00 396,961.00
6
20,650.00 22,820.00 24,850.00
73,600.00 78,200.00 77,900.00 102,500.00 Total : Total : Total :
MEMASANG 1 M1 PIPA GALVANIS f 1,5" - 3" 1.2000 M' Pipa galvanis dia 1,5" 1.2000 M' Pipa galvanis dia 2" 1.2000 M' Pipa galvanis dia 2,5" 1.2000 M' Pipa galvanis dia 3" Perlengkapan dia 1,5" 35% x harga pipa Perlengkapan dia 2" 35% x harga pipa Perlengkapan dia ,2,5" 35% x harga pipa Perlengkapan dia 3" 35% x harga pipa 0.1080 Oh Pekerja 0.1800 Oh Tukang Pipa 0.0180 Oh Kepala Tukang 0.0054 Oh Mandor 7 MEMASANG 1 M1 PIPA GALVANIS f 1,5" 7A MEMASANG 1 M1 PIPA GALVANIS f 2" 7B MEMASANG 1 M1 PIPA GALVANIS f 2,5" 7C MEMASANG 1 M1 PIPA GALVANIS f 3"
3,974.40 7,038.00 701.10 2,767.50 14,481.00 14,481.00 14,481.00
7
8
48,090.00 48,405.00 68,250.00 107,800.00
73,600.00 78,200.00 77,900.00 102,500.00 Total : Total : Total : Total :
MEMASANG 1 M1 PIPA PVC TYPE AW f 0,5" - 1,5" 1.2000 m1 Pipa PVC dia 0,5" 1.2000 m1 Pipa PVC dia 0,75" 1.2000 m1 Pipa PVC dia 1" 1.2000 m1 Pipa PVC dia 1,25" 1.2000 m1 Pipa PVC dia 1,5" Perlengkapan dia 0,5" 35% x harga pipa Perlengkapan dia 0,75" 35% x harga pipa Perlengkapan dia 0,5" 35% x harga pipa Perlengkapan dia 0,5" 35% x harga pipa Perlengkapan dia 0,5" 35% x harga pipa 0.0360 oh Pekerja
7,948.80 14,076.00 1,402.20 553.50 23,980.50 23,980.50 23,980.50 23,980.50
13,825.00 16,590.00 24,850.00 30,415.00 35,945.00
73,600.00
Page 49 of 167
2,649.60
NO 1
8 8A 8B 8C 8D 9
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
0.0600 oh Tukang Pipa 0.0060 oh Kepala Tukang 0.0018 oh Mandor MEMASANG 1 M1 PIPA PVC TYPE AW f 0,5" MEMASANG 1 M1 PIPA PVC TYPE AW f 0,75 MEMASANG 1 M1 PIPA PVC TYPE AW f 1" MEMASANG 1 M1 PIPA PVC TYPE AW f 1,25" MEMASANG 1 M1 PIPA PVC TYPE AW f 0,1,5"
78,200.00 77,900.00 102,500.00 Total : Total : Total : Total : Total :
MEMASANG 1 M1 PIPA PVC TYPE AW f 2" 1.2000 m1 Pipa PVC Perlengkapan 35% x harga pipa 0.0540 oh Pekerja 0.0900 oh Tukang Pipa 0.0090 oh Kepala Tukang 0.0027 oh Mandor
53,900.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
9A MEMASANG 1 M1 PIPA PVC TYPE AW f 2,5" 1.2000 m1 Pipa PVC Perlengkapan 35% x harga pipa 0.0540 oh Pekerja 0.0900 oh Tukang Pipa 0.0090 oh Kepala Tukang 0.0027 oh Mandor
3,974.40 7,038.00 701.10 276.75 11,990.25
69,090.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
10 MEMASANG 1 M1 PIPA PVC TYPE AW f 3" - 4" 1.2000 m1 Pipa PVC f. 3" 1.2000 m1 Pipa PVC f. 4" Perlengkapan dia 3" 35% x harga pipa Perlengkapan dia 4" 35% x harga pipa 0.0810 oh Pekerja 0.1350 oh Tukang Pipa 0.0135 oh Kepala Tukang 0.0041 oh Mandor 10 MEMASANG 1 M1 PIPA PVC TYPE AW f 3" 10A MEMASANG 1 M1 PIPA PVC TYPE AW f 4"
3,974.40 7,038.00 701.10 276.75 11,990.25
96,775.00 137,900.00
73,600.00 78,200.00 77,900.00 102,500.00 Total :
10B MEMASANG 1 M1 PIPA PVC TYPE AW f 5" 1.2000 m1 Pipa PVC f. 5" Perlengkapan dia 3" 35% x harga pipa 0.0810 oh Pekerja 0.1350 oh Tukang Pipa 0.0135 oh Kepala Tukang 0.0041 oh Mandor
11
4,692.00 467.40 184.50 7,993.50 7,993.50 7,993.50 7,993.50 7,993.50
5,961.60 10,557.00 1,051.65 420.25 17,990.50 17,990.50
189,000.00 73,600.00 78,200.00 77,900.00 102,500.00
MEMASANG 1 BUAH KRAN f 0,75" ATAU 0,5" 1.0000 bh Kran air 0.0250 bh Seal tape
31,500.00 2,500.00
Page 50 of 167
5,961.60 10,557.00 1,051.65 420.25 17,990.50
NO 1
0.0100 0.1000 0.0100 0.0050
oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
Pekerja Tukang Pipa Kepala Tukang Mandor
11A MEMASANG 1 BUAH GATE VALVE 40 MM 1.0000 bh Gate Valve 40 mm 0.5000 bh Seal tape 0.1000 oh Pekerja 0.1000 oh Tukang Pipa 0.0100 oh Kepala Tukang 0.0050 oh Mandor
11B MEMASANG 1 BUAH GATE VALVE 32 MM 1.0000 bh Gate Valve 32 mm 0.5000 bh Seal tape 0.1000 oh Pekerja 0.1000 oh Tukang Pipa 0.0100 oh Kepala Tukang 0.0050 oh Mandor
11C MEMASANG 1 BUAH GATE VALVE 25 MM 1.0000 bh Gate Valve 25 mm 0.5000 bh Seal tape 0.1000 oh Pekerja 0.1000 oh Tukang Pipa 0.0100 oh Kepala Tukang 0.0050 oh Mandor
11D MEMASANG 1 BUAH GATE VALVE 20 MM 1.0000 bh Gate Valve 20 mm 0.5000 bh Seal tape 0.1000 oh Pekerja 0.1000 oh Tukang Pipa 0.0100 oh Kepala Tukang 0.0050 oh Mandor
12 1 Unit Pekerjaan 1.9260 0.7000 0.6070 18.9000 2.4000 24.3000 12.0000 0.7284 109.0000 5.0000
Septictank & Peresapan M3 Galian tanah pondasi M3 Urugan pasir M3 Beton rabat 1 : 3 : 5 M2 Pasangan batu bata 1 : 3 bh Buis beton M2 Plesteran 1: 3 M2 Acian M3 Beton plat T.12 cm (K 275) kg Besi beton m2 Begisting
Page 51 of 167
73,600.00 78,200.00 77,900.00 102,500.00 Total :
736.00 7,820.00 779.00 512.50 9,847.50
133,630.00 2,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
7,360.00 7,820.00 779.00 512.50 16,471.50
105,393.40 2,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
7,360.00 7,820.00 779.00 512.50 16,471.50
76,116.60 2,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
7,360.00 7,820.00 779.00 512.50 16,471.50
53,939.90 2,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
7,360.00 7,820.00 779.00 512.50 16,471.50
70,852.50 136,865.00 655,232.91 137,823.50 65,000.00 48,404.60 27,919.00 783,612.27 9,166.63 223,363.50
NO 1
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
Upah Kerja (Lumpsum)
XI 1
PEKERJAAN BESI DAN ALUMINIUM 7393:2008) 1 KG PASANG RANGKA ATAP BAJA 1.1500 0.0600 0.0600 0.0060 0.0003
2
3
kg oh oh oh oh
Total :
-
10,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
4,416.00 4,692.00 467.40 30.75 9,606.15
100,000.00 10,150.00 7,700.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
14,720.00 15,640.00 1,558.00 102.50 32,020.50
45,400.00 10,150.00 5,230,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
11,040.00 31,280.00 1,947.50 133.25 44,400.75
(SNI
Besi Profil WF Pekerja Tukang besi Kepala Tukang Mandor
1 M2 PASANG JENDELA NAKO 1.1000 m2 Rangka + Kaca Nako 10.0000 bh Paku biasa 1 cm - 2,5 cm 7.0000 m' Besi strip 0.2000 oh Pekerja 0.2000 oh Tukang besi 0.0200 oh Kepala Tukang 0.0010 oh Mandor
1 M1 PASANG TALANG DATAR, SENG BJLS 28 1.0500 lbr Seng plat 0.0150 kg Paku biasa 0,5" - 1" 0.0190 m3 Kayu papan kelas II/III 0.1500 oh Pekerja 0.4000 oh Tukang besi 0.0250 oh Kepala Tukang 0.0013 oh Mandor
3A 1 M' Pasang kusen str. YKK 4" Brown 1.1000 m1 Kusen str. YKK 4" Brown 1.1000 m1 Kusen str. YKK 3" Brown 0.0210 kg Paku anti karat 0.4500 tbng Sealent 0.5500 oh Tukang Besi 0.0550 oh Kepala tukang besi 0.2500 oh Pekerja 0.0055 oh Mandor
135,000.00 115,000.00 22,000.00 40,000.00 78,200.00 77,900.00 73,600.00 102,500.00
3B 1 M2 Pasang Daun Jendela Kaca 5 mm Aluminium Brown str. YKK 3.5000 M' Frame Jendela Brown str. YKK 0.6000 M2 Kaca 5 mm 3.5000 M' Karet 3.5000 M' Sealent 2.6000 Oh Tukang Besi 0.3000 Oh Kepala tukang besi 1.0000 Oh Pekerja 0.0100 Oh Mandor
Page 52 of 167
90,000.00 96,000.00 9,000.00 40,000.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
43,010.00 4,284.50 18,400.00 563.75 66,258.25
203,320.00 23,370.00 73,600.00 1,025.00 301,315.00
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
3C 1 M2 Pasang Daun Pintu Kaca 5 mm Aluminium Brown str. YKK ### 3.5000 M' Frame Pintu Brown str. YKK ### 0.6000 M2 Kaca 5 mm ### 3.5000 M' Karet ### 3.5000 M' Sealent ### 2.6000 Oh Tukang Besi ### 0.3000 Oh Kepala tukang besi ### 1.0000 Oh Pekerja ### 0.0100 Oh Mandor 3D 1 M2 Pasang Daun Pintu/ Plafond Slet Aluminium ex. YKK 3.5000 M' Frame Kaca Brown 4.2000 M' Slet Aluminium brown 3.5000 M' Karet 3.5000 M' Sealent 2.6000 Oh Tukang Besi 0.3000 Oh Kepala tukang besi 1.0000 Oh Pekerja 0.0100 Oh Mandor 3E 1 M2 Pasang Louvre Aluminium ex. YKK 3.5000 M' Frame Kusen Brown 4" 4.2000 M' Louvre Aluminium brown 3.5000 M' Karet 3.5000 M' Sealent 2.6000 Oh Tukang Besi 0.3000 Oh Kepala tukang besi 1.0000 Oh Pekerja 0.0100 Oh Mandor
4
5
6
1 M2 RANGKA BESI HOLLOW 1X40X40.4 MM, MODUL 60X120 CM UNTUK PLAFON 3.5000 M' Rangka Metal Hollow 40.40.4 mm 100% ls Assesoris, Perkuatan dan Las, dll) 0.2500 Oh Pekerja 0.2500 Oh Tukang Besi 0.0250 Oh Kepala Tukang 0.0130 Oh Mandor
1 M1 RALLING TANGGA BESI KOTAK GALVANIS + FINISHING 25.8000 Kg Besi Kotak Galvanis tbl. 2 mm 0.1000 lot Bahan2 untuk pengelasan 1.0000 ls upah kerja 1.84 m2 Cat menie besi 1.84 m2 Cat besi
1 M1 BESI KOTAK GALVANIS + FINISHING 3.3900 Kg Besi Kotak Galvanis tbl 2 mm 0.1000 lot Bahan2 untuk pengelasan
Page 53 of 167
HARGA UPAH (Rp) 4
100,000.00 96,000.00 9,000.00 40,000.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
203,320.00 23,370.00 73,600.00 1,025.00 301,315.00
100,000.00 95,000.00 9,000.00 40,000.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
203,320.00 23,370.00 73,600.00 1,025.00 301,315.00
100,000.00 96,000.00 9,000.00 40,000.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
203,320.00 23,370.00 73,600.00 1,025.00 301,315.00
11,060.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
7,350.00 189,630.00 50,000.00 22,022.50 22,943.40 Total :
7,350.00 24,916.50
19,550.00 19,475.00 1,840.00 1,332.50 42,197.50
50,000.00
50,000.00
NO 1
1.0000 ls 0.2 m2 0.2 m2
XII 1
2
3
4
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
50,000.00 22,022.50 22,943.40 Total :
50,000.00
upah kerja Cat menie besi Cat besi
PEKERJAAN KUNCI DAN KACA (SNI 2002) 1 BH PASANG KUNCI 1.0000 bh 1.0000 bh 0.0100 oh 0.5000 oh 0.0500 oh 0.0050 oh
Lokset MTS IL 8485 SSS setara Dekson Handle LHTR 0016 SSS setara Dekson Pekerja Tukang Kayu Kepala Tukang Mandor
1 BH PASANG KUNCI BULAT 1.0000 bh Kunci Bulat KCBL 8587 BK SSS setara Dekson 0.0050 oh Pekerja 0.5000 oh Tukang Kayu 0.0500 oh Kepala Tukang 0.0030 oh Mandor 1 BH PASANG ENGSEL PINTU 1.0000 bh Engsel pintu 4 " 4x3x3, 2BB ES/EL setara Dekson 0.0150 oh Pekerja 0.1500 oh Tukang Kayu 0.0150 oh Kepala Tukang 0.0008 oh Mandor
1 BH PASANG ENGSEL JENDELA 1.0000 bh Engsel jendela 3 " 3x2 BB setara Dekson 0.0100 oh Pekerja 0.1000 oh Tukang Kayu 0.0100 oh Kepala Tukang 0.0005 oh Mandor
4A 1 PS PASANG ENGSEL JENDELA CASMENT 1.0000 ps Engsel Casment Type FS HD S 250 10"" setara Dekson 0.0150 oh Pekerja 0.1500 oh Tukang Kayu 0.0150 oh Kepala Tukang 0.0080 oh Mandor
5
50,000.00
1 BH PASANG KAIT ANGIN 1.0000 ps Kait Angin Type WR BR SQ 01 10 " SN setara Dekson 0.0150 oh Pekerja 0.1500 oh Tukang besi 0.0150 oh Kepala Tukang
Page 54 of 167
122,500.00 59,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
736.00 41,400.00 4,100.00 512.50 46,748.50
31,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
368.00 41,400.00 4,100.00 307.50 46,175.50
24,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
1,104.00 12,420.00 1,230.00 82.00 14,836.00
40,600.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
736.00 8,280.00 820.00 51.25 9,887.25
22,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
1,104.00 12,420.00 1,230.00 820.00 15,574.00
6,825.00 73,600.00 82,800.00 82,000.00
1,104.00 12,420.00 1,230.00
NO
URAIAN
1
2
0.0008
6
7
8
9
oh Mandor
HARGA UPAH (Rp)
3
4
102,500.00 Total :
82.00 14,836.00
1 BH PASANG GRENDEL RABUNCIS 1.0000 bh Grendel Jendela Rabuncis Type CHW 4 LHNH setara Dek 0.0150 oh Pekerja 0.1500 oh Tukang Kayu 0.0150 oh Kepala Tukang 0.0080 oh Mandor
45,500.00 73,600.00 82,800.00 82,000.00 102,500.00
1 PS PASANG DOOR CLOSER 1.0000 bh Door Closer 300 Hold Open setara Dekson 0.0500 oh Pekerja 0.5000 oh Tukang Kayu 0.0500 oh Kepala Tukang 0.0030 oh Mandor
24,500.00 73,600.00 82,800.00 82,000.00 102,500.00
1 PS PASANG ESPANOILET TANAM 2.0000 bh Espagnoilet TanamType FB 040. 8" + 12 SS setara Dekso 0.0150 oh Pekerja 0.1500 oh Tukang Kayu 0.0150 oh Kepala Tukang 0.0080 oh Mandor
38,500.00 73,600.00 82,800.00 82,000.00 102,500.00
1 M2 PASANG KACA, TEBAL 5 MM 1.1000 bh Kaca 0.0150 oh Pekerja 0.1500 oh Tukang besi 0.0150 oh Kepala Tukang 0.0008 oh Mandor
10 1 M2 PASANG KACA, TEBAL 8 MM 1.1000 bh Kaca 0.0150 oh Pekerja 0.1500 oh Tukang besi 0.0150 oh Kepala Tukang 0.0008 oh Mandor
11
HARGA SATUAN (Rp)
1 M2 PASANG KACA, TEBAL 10 MM 1.1000 bh Kaca 0.0150 oh Pekerja 0.1500 oh Tukang besi 0.0150 oh Kepala Tukang 0.0008 oh Mandor
3,680.00 41,400.00 4,100.00 307.50 49,487.50
1,104.00 12,420.00 1,230.00 820.00 15,574.00
39,900.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
1,104.00 11,730.00 1,168.50 82.00 14,084.50
68,600.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
1,104.00 11,730.00 1,168.50 82.00 14,084.50
137,900.00 73,600.00 78,200.00 77,900.00 102,500.00
Page 55 of 167
1,104.00 12,420.00 1,230.00 820.00 15,574.00
1,104.00 11,730.00 1,168.50 82.00 14,084.50
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
12 1 M2 PASANG KACA TEMPERED TEBAL 10 MM 1.1000 bh Kaca 1.0000 ls upah kerja
192,500.00 38,500.00
13 1 M2 PASANG KACA TEMPERED TEBAL 12 MM 1.1000 bh Kaca Standar 1.0000 ls upah kerja
365,400.00 73,080.00
XIII PEK. PENUTUP LANTAI DAN DINDING 7395:2008) 1
1
4
38,500.00 38,500.00
73,080.00 73,080.00
(SNI
1 M2 PASANG LANTAI KERAMIK 30 X 30 CM ex: Ikad 11.1100 bh Keramik 30 x 30 cm 10.0000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.5000 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor 1 M2 PASANG LANTAI KERAMIK 40 X 40 CM ex: Ikad 6.2500 bh Keramik 40 x 40 cm 10.0000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.5000 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor
1A 1 M2 PASANG LANTAI KERAMIK 40 X 40 CM ex: Ikad (anti slip) 6.2500 bh Keramik 40 x 40 cm 10.0000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.5000 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor 1B 1 M2 PASANG LANTAI GRANITE TILE UK. 60 X 60 CM SETARA NIRO GRANITE 1.0000 m2 Granit tile 40 x 40 cm ex. Granito 10.0000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.5000 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor
4,630.96 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
8,400.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
6,720.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
235,200.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total : 1C 1 M2 PASANG LANTAI GRANITE TILE UK. 60 X 60 CM SETARA NIRO GRANITE (ANTI SLIP)
Page 56 of 167
HARGA UPAH (Rp)
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
NO
URAIAN
1
2
1.0000 10.0000 0.0450 1.5000 0.7000 0.3500 0.0350 0.0350
m2 kg m3 kg oh oh oh oh
Granit tile 40 x 40 cm ex. Granito Semen Portland Pasir Pasang Semen warna/semen grouting Pekerja Tukang batu Kepala Tukang Mandor
1D 1 M2 PASANG LANTAI KERAMIK 20 X 20 CM ex: Ikad 25.0000 bh Keramik 20 x 20 cm 10.4000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.6200 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor
2
1 M1 PASANG PLIN KERAMIK 10 X 40 CM 0.6250 bh Keramik 40 x 40 cm 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor
2A 1 M1 PASANG PLIN KERAMIK 10 X 20 CM 2.5000 bj Keramik 20 x 20 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor 3
1 M1 PASANG STEP NOSING GRANITE TILE UK. 30 X 60 1.6600 bj Step noising 30 x 60 cm 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor
Page 57 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
235,200.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
2,187.50 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
6,720.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
1,652.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
4
1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
1,750.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
1,925.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
42.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
66,240.00 35,190.00 3,505.50 4,612.50 109,548.00
44,900.90 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00
66,240.00 35,190.00
3A 1 M1 PASANG PLIN GRANITE TILE 10 X 60 CM 1.6600 bj Granite tile uk. 10 x 60 cm 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor
3B 1 M1 PASANG STEP NOSING TILE 8 X 40 CM 2.5000 bj Step noising 8 x 40 cm 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor
3C 1 M1 PASANG BORDER 10 X 20 CM 5.0000 bj Border 10 x 20 cm 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor
4
1 M2 PASANG DINDING KERAMIK 20 X 25 CM ex : Ikad 20.0000 bh Keramik 20 x 20 cm 9.3000 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.9000 oh Pekerja 0.4500 oh Tukang batu 0.0450 oh Kepala Tukang 0.0450 oh Mandor
4A 1 M2 PASANG DINDING 30 x 60 Granite Tile 5.5500 bh Granite Tile 30 x 60 9.3000 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.9000 oh Pekerja 0.4500 oh Tukang batu
Page 58 of 167
HARGA UPAH (Rp)
NO 1
0.0450 0.0450
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
oh Kepala Tukang oh Mandor
4B 1 M2 PASANG DINDING 40 x 40 6.2500 bh Keramik 40 x 40 9.3000 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.9000 oh Pekerja 0.4500 oh Tukang batu 0.0450 oh Kepala Tukang 0.0450 oh Mandor
5
6
7
1 M2 PASANG BATU ALAM 30 X 30 CM 11.8700 bh Batu alam 30 x 30 cm 10.0000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.5000 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor
1 M1 PASANG PLIN KAYU 2 X 10 CM 0.0030 m3 Papan Kayu Kelas II 0.0500 kg Paku sekrup 3,5' 0.1200 oh Pekerja 0.1200 oh Tukang kayu 0.0120 oh Kepala Tukang 0.0060 oh Mandor
1 M2 PASANG LAPISAN FLOOR HARDENER 5.0000 kg Floor Hardener 0.1200 oh Pekerja 0.1200 oh Tukang batu 0.0120 oh Kepala Tukang 0.0060 oh Mandor
77,900.00 102,500.00 Total :
3,505.50 4,612.50 109,548.00
8,400.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
66,240.00 35,190.00 3,505.50 4,612.50 109,548.00
1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
5,565,000.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
8,832.00 9,936.00 984.00 615.00 20,367.00
12,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
8,832.00 9,384.00 934.80 615.00 19,765.80
19,600.00 31,200.00 16,590.00 29,400.00 73,600.00
5,152.00
XIV PEKERJAAN PENGECATAN (SNI 2002) 1
1 M2 PENGECATAN BIDANG KAYU BARU (1 LAPIS PLAMIR, 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 0.2000 kg Cat meni 0.1500 kg Dempul 0.1700 kg Cat dasar 0.2600 kg Cat Penutup 2x 0.0700 oh Pekerja
Page 59 of 167
NO 1
0.0090 0.0060 0.0025
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
oh Tukang cat oh Kepala Tukang oh Mandor
1A 1 M2 PEKERJAAN PENGECATAN INTERIOR SETARA DULUX 0.1500 kg Cat tembok setara Dulux 0.1500 kg cat dasar 0.2500 kg Alkali 1.0000 lbr Amplas 0.0750 oh Pekerja 0.0100 oh Tukang cat 0.0100 oh Kepala Tukang 0.0040 oh Mandor 1B 1 M2 PEKERJAAN PENGECATAN WEATHERSHIELD EXTERIOR SETARA DULUX 0.1900 kg Cat tembok setara Dulux 0.1500 kg cat dasar 0.1900 kg Alkali Resistant 1.0000 lbr Amplas 0.1500 oh Pekerja 0.1000 oh Tukang cat 0.0100 oh Kepala Tukang 0.0100 oh Mandor
2
3
4
1 M2 PENGECATAN BIDANG KAYU DENGAN VERNIS 0.1500 kg Vernis 0.0500 kg Dempul 0.1000 lbr Amplas 0.0100 bh Kuas 0.1600 oh Pekerja 0.1600 oh Tukang cat 0.0160 oh Kepala Tukang 0.0025 oh Mandor 1 M2 PENGECATAN TEMBOK BARU (1 LAPIS PLAMIR, 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 0.1000 kg Plamir 0.1000 kg Cat dasar 0.2600 kg Cat Penutup 2x 0.0200 oh Pekerja 0.0630 oh Tukang cat 0.0063 oh Kepala Tukang 0.0025 oh Mandor
1 M2 PENGECATAN TEMBOK LAMA (1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 0.1200 kg Cat dasar 0.1800 kg Cat Penutup 2x 0.0280 oh Pekerja 0.0420 oh Tukang cat
Page 60 of 167
78,200.00 77,900.00 102,500.00 Total :
703.80 467.40 256.25 6,579.45
29,820.00 29,820.00 28,000.00 2,800.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
5,520.00 782.00 779.00 410.00 7,491.00
32,900.00 32,900.00 25,200.00 2,800.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
11,040.00 7,820.00 779.00 1,025.00 20,664.00
36,200.00 31,200.00 2,800.00 8,750.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
11,776.00 12,512.00 1,246.40 256.25 25,790.65
19,250.00 25,620.00 25,620.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
1,472.00 4,926.60 490.77 256.25 7,145.62
25,620.00 25,620.00 73,600.00 78,200.00
2,060.80 3,284.40
NO 1
0.0042 0.0025
5
6
7
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
oh Kepala Tukang oh Mandor
1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI 0.1000 kg Meni besi 0.0100 lbr Kuas 0.0200 oh Pekerja 0.2000 oh Tukang cat 0.0200 oh Kepala Tukang 0.0100 oh Mandor
1 M2 PENGECATAN PERMUKAAN BAJA, 1 LAPIS DENGAN CAT BESI 0.3000 kg Cat besi 0.0060 oh Pekerja 0.0600 oh Tukang cat 0.0120 oh Kepala Tukang 0.0060 oh Mandor
1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR 0.5220 ltr Politur 2.0000 lbr Amplas 0.0600 oh Pekerja 0.0600 oh Tukang cat 0.0160 oh Kepala Tukang 0.0025 oh Mandor
7A 1 M2 POLITUR DENGAN SPRAY 0.2250 Kg Wood Filler 1.0000 Kg Amplas 0.2250 Kg Wood Stain (warna) 0.2250 Kg Sending Seller 0.2500 Kg Clear (Glass Dop) 0.7500 Ltr Tiner 0.3840 oh Pekerja 0.0600 oh Tukang cat 0.0160 oh Kepala Tukang 0.0030 oh Mandor 8
1 M2 WATERPROFING 1.0000 Kg 0.0200 oh 0.0630 oh 0.0063 oh 0.0025 oh
Waterprofing Pekerja Tukang Cat Kepala Tukang Mandor
77,900.00 102,500.00 Total :
327.18 256.25 5,928.63
22,400.00 8,750.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
1,472.00 15,640.00 1,558.00 1,025.00 19,695.00
54,200.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
441.60 4,692.00 934.80 615.00 6,683.40
36,200.00 2,800.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
4,416.00 4,692.00 1,246.40 256.25 10,610.65
37,100.00 2,800.00 38,150.00 40,600.00 18,900.00 24,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
28,262.40 4,692.00 1,246.40 307.50 34,508.30
40,500.00 73,600.00 78,200.00 77,900.00 102,500.00
XV PEKERJAAN TETEMPELAN STYLE BALI Page 61 of 167
1,472.00 4,926.60 490.77 256.25 7,145.62
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
1
2
3
4
5
6
7
8
1 M2 PASANGAN BATA GOSOK 2 MUKA 110.0000 bh Bata Gosok 8.4000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
1 M2 PASANGAN PARAS KEROBOKAN 1 MUKA 13.7500 bh Paras Kerobokan 8.4000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
1 M2 PASANGAN BATA GOSOK 1 MUKA 55.0000 bh Bata Gosok 4.2000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
1 M2 PASANGAN PARAS ABU 1 MUKA 18.3333 bh Batu paras 4.2000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
1 M2 PASANGAN PARAS + BATA GOSOK 1 MUKA 55.0000 bh Bata gosok 4.4917 bh Batu paras 5.2500 kg Semen 50 Kg Upah Kerja ( Lumpsum)
1 M2 PASANGAN BATA GOSOK DIUKIR 55.0000 bh Bata gosok 4.2000 kg Semen 50 Kg Upah Pasang (Lumpsum) Upah Ukir( Lumpsum)
1 M2 PASANGAN PARAS DIUKIR 18.3333 bh Batu paras 4.2000 kg Semen 50 Kg Upah Pasang (Lumpsum) Upah Ukir( Lumpsum)
1 M2 PASANGAN PARAS + BATA GOSOK DIUKIR 55.0000 bh Bata gosok 4.4917 bh Batu paras 5.2500 kg Semen 50 Kg Upah Pasang (Lumpsum)
Page 62 of 167
HARGA UPAH (Rp) 4
1,350.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
8,050.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
1,350.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
9,100.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
1,350.00 9,100.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
1,350.00 1,100.00 195,000.00 250,000.00 Total :
195,000.00 250,000.00 445,000.00
9,100.00 1,100.00 195,000.00 250,000.00 Total :
195,000.00 250,000.00 445,000.00
1,350.00 9,100.00 1,100.00 195,000.00
195,000.00
NO 1
HARGA SATUAN (Rp)
URAIAN 2
3
Upah Ukir( Lumpsum)
9
1 M' PASANGAN BATU CANDI HITAM 1 MUKA 1.0500 m2 Batu Candi Hitam 8.4000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
10 1 M' PASANGAN BATU TULUNG AGUNG 1 MUKA 1.0500 m2 Batu Tulung agung 8.4000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
11
1 M2 PASANGAN PARAS PALIMANAN 1 MUKA DIUKIR 1.0500 m2 Paras Palimanan 8.4000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
12 1 M2 TEMPELAN BATU GUNUNG ( EX KARANGASEM ) 20.0000 Bj Bj Batu gunung 2.4000 kg Zak semen 50 kg Upah Kerja ( Lumpsum)
13 I UNIT CANDI BENTAR TINGGI 2,50M 1.9000 m3 Galian tanah pondasi 0.0550 m3 Urugan pasir 0.1100 m3 Batu kosong 1.6350 m3 Pasangan batu kali 0.5320 m3 Beton tumbuk ( pengeresek ) 0.0900 m3 Beton kolom 150 kg 15.2410 m2 Tempelan batu gunung ex karangasem 1.0000 unit Steger
14 I UNIT CANDI BENTAR TINGGI 4,25 M 2.5650 m3 Galian tanah pondasi 0.0700 m3 Urugan pasir 0.1400 m3 Batu kosong 2.1020 m3 Pasangan batu kali 0.9580 m3 Beton tumbuk ( pengeresek ) 0.5715 m3 Beton kolom 150 kg 27.7930 m2 Pek.Batu tulung agung 2.3700 m2 Pek.Paras jogja Putih 1.0000 unit Steger
15 I UNIT CANDI BENTAR 3 TINGKAT TINGGI 14.2 M - PARAS PALIMANAN
Page 63 of 167
HARGA UPAH (Rp) 4
250,000.00 Total :
250,000.00 445,000.00
49,700.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
71,400.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
66,920.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
19,250.00 1,100.00 195,000.00
57,762.50 136,865.00 381,295.20 638,025.00 704,309.89 3,416,062.20 582,640.00 50,000.00 Total :
57,762.50 136,865.00 381,295.20 638,025.00 704,309.89 3,416,062.20 582,640.00 274,506.00 50,000.00 Total :
195,000.00 195,000.00
NO
URAIAN
1
2
501.3000 12.0000 8.0000 120.0000 192.0000 4.0000 30.0000 4.0000 4.0000 68.0000 1.0000 21.9600
m2 Paras Palimanan diukir unit Karang Gajah besar uk. 0.5 x 1.3 m unit Karang Simbar besar unit Karang Simbar kecil unit Karang Tapel unit Ikut Celedu unit Tempelan daun unit Murda 1/2 uk. 0.8 x 0.25 m unit Murda uk. 0.4 x 0.4 m unit Murda uk. 0.2 x 0.2 m ls Pekerjaan pemasangan m3 Pengresek karang
16 1 UNIT PEKERJAAN PINTU PAGAR TYPE 1 13.5500 m1 Piva Galvanis Ø 1 1/4" 3.9500 m1 Piva Galvanis Ø 1" 16.1963 kg Besi kotak 10/10 22.0000 bh Besi tuang motif bunga 129.0000 bh Besi tuang motif lingkaran 0.0629 m3 Papan bingkirai 160.0000 bh Kawat las 2.0000 bh Roda komplit 1.0000 bh Roda kecil komplit 8.5000 m1 Rel 12.7500 m1 Plat siku 4.2500 m1 Plat strip 86.0000 bh bout 1.0000 bh kunci 6.6000 oh Tukang las 0.6600 oh Kepala tukang las 1.2000 oh Pekerja 0.0800 oh mandor 6.4600 m2 Pengecatan besi 6.2900 m2 Polituran
17 1 UNIT PEKERJAAN PINTU PAGAR TYPE 2 4.7900 m1 Piva Galvanis Ø 1" 2.1595 kg Besi kotak 10/10 3.0000 bh Besi tuang motif bunga 18.0000 bh Besi tuang motif lingkaran 0.0085 m3 Papan bingkirai 15.0000 bh Kawat las 2.0000 bh Engsel Piva 1.0000 bh Grendel besi 1.7000 m1 Plat siku 12.0000 bh bout 2.5000 oh Tukang las 0.2500 oh Kepala tukang las 0.6600 oh Pekerja
Page 64 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
274,506.00 250,000.00 150,000.00 60,000.00 60,000.00 125,000.00 25,000.00 800,000.00 300,000.00 200,000.00 10,000,000.00 704,309.89 Total :
42,000.00 24,850.00 3,500.00 6,000.00 6,000.00 8,830,000.00 2,500.00 40,000.00 30,000.00 70,000.00 17,500.00 7,500.00 750.00 75,000.00 78,200.00 77,900.00 73,600.00 102,500.00 22,943.40 35,107.05 Total :
24,850.00 3,500.00 6,000.00 6,000.00 8,830,000.00 2,500.00 50,000.00 20,000.00 17,500.00 750.00 78,200.00 77,900.00 73,600.00
-
NO
URAIAN
1
2
0.0600 0.9900 0.8000
oh m2 m2
mandor Pengecatan besi Polituran
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
102,500.00 22,943.40 35,107.05 Total :
18 1 UNIT PEKERJAAN PADMASARI 0.8500 m3 Galian tanah pondasi 0.0800 m3 Urugan pasir 0.3200 m3 Pasangan batu kosong 0.9000 m3 Pasangan batu kali 0.2805 m3 Urugan tanah kembali 1.7950 m2 Plesteran 1.7950 m2 Acian 3.8500 m2 Tempelan batu gunung ex karangasem 4.0000 bh Karang gajah 16.0000 bh Karang simbar 4.0000 bh Karang tapel 1.0000 bh Ulon 2.0000 bh Tabing ulon motif naga 1.0000 bh Karang garuda 1.0000 bh karang wisnu 1.0000 bh Karang angsa 0.0240 m3 Beton kolom 150 kg 0.2500 m3 Beton pengeresek
19 1 UNIT PEKERJAAN PENUNGGU KARANG 0.7300 m3 Galian tanah pondasi 0.1200 m3 Urugan pasir 0.2400 m3 Pasangan batu kosong 0.6100 m3 Pasangan batu kali 0.2920 m3 Urugan tanah kembali 0.2420 m2 Plesteran 0.2420 m2 Acian 4.1040 m2 Tempelan batu gunung ex karangasem 4.0000 bh Karang gajah 4.0000 bh ikut celedu 1.0000 bh murda 24.0000 bh Karang simbar 28.0000 bh Karang tapel 0.0376 m3 Beton kolom 0.3200 m3 Beton pengeresek
20 1 UNIT PEKERJAAN PILAR PADURAKSA ( EX BATU TULUNG AGUNG ) 0.5100 m3 Galian tanah pondasi 0.0600 m3 Urugan pasir 0.1300 m3 Pasangan batu kosong 0.2300 m3 Pasangan batu kali 0.2040 m3 Urugan tanah kembali 1.1200 m2 Plesteran
Page 65 of 167
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40 27,919.00 582,640.00 225,000.00 45,000.00 45,000.00 200,000.00 100,000.00 1,150,000.00 600,000.00 400,000.00 3,416,062.20 704,309.89 Total :
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40 27,919.00 582,640.00 225,000.00 60,000.00 200,000.00 45,000.00 45,000.00 3,416,062.20 704,309.89 Total :
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40
-
NO
URAIAN
1
2
0.0400 1.5200 2.3688 0.0616 16.0000 8.0000 1.0000 4.0000
m3 m3 m2 m2 bh bh bh bh
Beton kolom 150 kg Beton pengeresek Tempelan paras ex batu tulung agung Tempelan paras jogja Karang simbar Karang tapel Murda Ikut celedu
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
3,416,062.20 704,309.89 582,640.00 274,506.00 60,000.00 60,000.00 200,000.00 60,000.00 Total :
XVI PEKERJAAN LANDSCAPE 1
2 3 4 5 6 7
8
9
1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 6 CM 1.0000 m2 Paving 10 x 20 cm tebal 6 cm 0.2500 oh Tukang Batu 0.0250 oh Kepala Tukang 0.5000 oh Pekerja 0.0250 oh Mandor 1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 8 C 1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 10 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 6 C 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 8 C 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 10 1 M2 PASANGAN GRASS BLOCK 1.0000 m2 Grass Block 0.0690 m3 Pasir Urug 0.5000 oh Tukang Batu 0.0500 oh Kepala Tukang 1.0000 oh Pekerja 0.0500 oh Mandor
1 M2 PASANGAN KORAL SIKAT 1.2000 zak Koral Sikat 9.2800 kg Semen 0.2000 m3 Pasir pasang 0.2500 oh Tukang Batu 0.0100 oh Kepala Tukang 0.6250 oh Pekerja 0.0310 oh Mandor 1 M1 KANSTEIN BULAT( P: 50, L: 30, T: 10 cm K.225) 1.0000 m1 Kanstein Bulat(P:50,T:30,La:10,Lb:16 cm K225 0.4500 zak Semen 50 Kg 0.0023 m3 Pasir Pasang 0.3500 oh Tukang Batu 0.0350 oh Kepala Tukang 0.9500 oh Pekerja 0.0950 oh Mandor
Page 66 of 167
56,700.00 78,200.00 77,900.00 73,600.00 102,500.00 Total : 58,100.00 60,200.00 56,700.00 59,150.00 61,250.00
19,550.00 1,947.50 36,800.00 2,562.50 60,860.00 60,860.00 60,860.00 60,860.00 60,860.00 60,860.00
36,750.00 94,800.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
39,100.00 3,895.00 73,600.00 5,125.00 121,720.00
35,000.00 1,100.00 145,000.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
19,550.00 779.00 46,000.00 3,177.50 69,506.50
53,500.00 1,100.00 145,000.00 78,200.00 77,900.00 73,600.00 102,500.00
27,370.00 2,726.50 69,920.00 9,737.50
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
10 1 M1 KANSTEIN JUMBO (P :50, L:15, T: 30 CM ,K225) 11 1 M1 KANSTEIN SEGI LIMA JUMBO (P: 50, L :15, T: 40 CM K. 225) 12 1 M2 PENGECATAN KANSTEIN 0.2840 kg Cat 0.0710 kg Thiner 0.0300 oh Tukang Cat 0.0030 oh Kep. Tukang 0.1500 oh Pekerja 0.0150 oh Mandor
HARGA UPAH (Rp) 4
Total : 36,750.00 27,650.00
109,754.00 109,754.00 109,754.00
29,400.00 24,500.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
2,346.00 233.70 11,040.00 1,537.50 15,157.20
7,350.00 3,780.00 455.00 455.00 6,440.00 45,500.00 75,000.00 Total :
75,000.00 75,000.00
7,350.00 3,780.00 455.00 455.00 6,440.00 45,500.00 2,700.00 25,000.00 Total :
25,000.00 25,000.00
448,000.00 448,000.00 33,600.00 50,000.00 Total :
50,000.00 50,000.00
462,000.00 462,000.00 34,650.00 50,000.00 Total :
50,000.00 50,000.00
XVII PEKERJAAN ELEKTRIKAL 1
2
1 TITIK INSTALASI STOP KONTAK, LAMPU, EXHAUST FAN DAN CEILING FAN 8.0000 m1 Kabel NYM 3 x 2.5 mm ex. Supreme 3.0000 bt Pipa Clipsal 20 mm hitam 2.0000 bh Tee dos clipsal 20 mm hitam 15.0000 bj Klem clipsal 20 mm hitam 3.0000 bj Sock clipsal 20 mm hitam 1.0000 bj Inbow dos plastik clipsal E 157 P 1.0000 ttk Biaya pasang
1 TITIK INSTALASI AC 10.0000 m1 3.0000 bt 1.0000 bh 15.0000 bj 4.0000 bj 1.0000 bj 1.0000 m1 1.0000 ttk
Kabel NYM 3 x 2.5 mm ex. Supreme Pipa Clipsal 20 mm hitam Tee dos clipsal 20 mm hitam Klem clipsal 20 mm hitam Sock clipsal 20 mm hitam Inbow dos plastik clipsal E 157 P Pipa flexible clipsal 20 mm hitam Biaya pasang
2A 1 SET LAMPU V~SHAPE 2 X 18 WATT 1.0000 set Lampu V Shape 0.0750 lot Material bantu (isolasi, las dop, dll) 0.1000 lot Gantungan, mur, baut, dll 1.0000 set Biaya pasang
2B 1 SET LAMPU TL RMI PLATINUM 2 X 18 WATT 1.0000 set Lampu RMI 2 x 18 Watt 0.0750 lot Material bantu (isolasi, las dop, dll) 0.1000 lot Gantungan, mur, baut, dll 1.0000 set Biaya pasang
2C 1 SET LAMPU TL RMI PLATINUM 2 X 36 WATT
Page 67 of 167
NO
URAIAN
1
2
1.0000 0.0750 0.1000 1.0000
set lot lot set
Lampu RMI 2 x 36 Watt Material bantu (isolasi, las dop, dll) Gantungan, mur, baut, dll Biaya pasang
2D 1 SET DOWN LIGHT PLC 8 WATT + COVER 1.0000 set Lampu Down Light PLC 8 watt, Philips (Armatur 2 Kaki + Cover setara SAKA) dia 100 mm 0.0750 0.1000 1.0000
lot Material bantu (isolasi, las dop, dll) lot Gantungan, mur, baut, dll set Biaya pasang
2E 1 SET DOWN LIGHT 14 WATT 1.0000 set Lampu Down Light PLC 14 watt, Philips (Armatur 2 Kaki setara SAKA) dia 125 mm 0.0750 0.1000 1.0000
lot Material bantu (isolasi, las dop, dll) lot Gantungan, mur, baut, dll set Biaya pasang
2F 1 SET LAMPU SPOT 50 WATT/12 VOLT 1.0000 set Lampu 50 Watt/12 Volt 0.0750 lot Material bantu (isolasi, las dop, dll) 0.1000 lot Gantungan, mur, baut, dll 1.0000 set Biaya pasang
2G 1 SET LAMPU DINDING + GENIE 14 WATT 1.0000 set Lampu Dinding 0.0750 lot Material bantu (isolasi, las dop, dll) 0.1000 lot Gantungan, mur, baut, dll 1.0000 set Biaya pasang
2H 1 SET EXHAUST FAN 1.0000 set 0.0750 lot 0.1000 lot 1.0000 set
2I
2J
Celling Exhaust Fan Type Kap 100 setara Panasonic Material bantu (isolasi, las dop, dll) Gantungan, mur, baut, dll Biaya pasang
1 SET LAMPU TL 2X18 WATT +KAP LAMPU SETARA SAKA 1.0000 set Lampu TL 2x18 Watt + kap lampu setara saka 0.0750 lot Material bantu (isolasi, las dop, dll) 0.1000 lot Gantungan, mur, baut, dll 1.0000 set Biaya pasang
1 SET LAMPU DOWN LIGHT 14 WATT PHILIPS
Page 68 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
315,000.00 315,000.00 23,625.00 50,000.00 Total :
50,000.00 50,000.00
84,000.00 84,000.00 6,300.00 50,000.00 Total :
50,000.00 50,000.00
91,000.00 91,000.00 6,825.00 50,000.00 Total :
50,000.00 50,000.00
275,000.00 275,000.00 20,625.00 50,000.00 Total :
50,000.00 50,000.00
330,000.00 330,000.00 24,750.00 50,000.00 Total :
50,000.00 50,000.00
224,000.00 224,000.00 16,800.00 50,000.00 Total :
50,000.00 50,000.00
194,040.00 194,040.00 14,553.00 50,000.00 Total :
50,000.00 50,000.00
NO 1
1.0000 0.0750 0.1000 1.0000
set lot lot set
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
59,500.00 59,500.00 4,462.50 50,000.00 Total :
50,000.00 50,000.00
Lampu down light 14 Watt philip Material bantu (isolasi, las dop, dll) Gantungan, mur, baut, dll Biaya pasang
2K PEKERJAAN PIPA REFRIGERANT, DRAIN AC dan POWER LISTRIK 1.0000 ls Pipa Refrigerant (1/4" X 1/2" ) 1.0000 ls Kabel Control (3X2.5mm ) / Remote Instalasi Kabel Power (3X2.5mm ) 16.0000 m - Kabel NYM 3x4 mm² 5.0000 m - Conduit PVC dia 20 mm² 1.0000 bh Tee dos clipsal 20 mm hitam 1.0000 bh Inbow dos plastik clipsal E 157 P 5.0000 bh Sock clipsal 20 mm hitam 9.0000 bh Klem clipsal 20 mm hitam 1.0000 bh Instalasi Stop Kontak AC 10.0000 m Pipa Pembuangan Air PVC AW 3/4" 2.0000 oh Pekerja 1.0000 oh Tukang AC 0.7500 oh Kepala Tukang 0.5000 oh Mandor
3
4
5
1 TITIK INSTALASI TELEPHONE 25.0000 m1 Kabel telephone 8.0000 bt Pipa Clipsal 20 mm putih 1.0000 bh Tee dos clipsal 20 mm putih 25.0000 bj Klem clipsal 20 mm putih 5.0000 bj Sock clipsal 20 mm putih 1.0000 bj Inbow dos plastik clipsal E 157 P 1.0000 ttk Biaya pasang
1 TITIK INSTALASI MATV 20.0000 m1 Coaxial cable 5C-75 ohm commscof 6.0000 bt Pipa Clipsal 20 mm putih 2.0000 bh Tee dos clipsal 20 mm putih 20.0000 bj Klem clipsal 20 mm putih 6.0000 bj Sock clipsal 20 mm putih 1.0000 bj Inbow dos plastik clipsal E 157 P 1.0000 ttk Biaya pasang
1 BUAH SAKLAR TUNGGAL 1.0000 bh Saklar tunggal setara Clipsal 0.0500 oh tukang Listrik 0.0400 oh Kepala Tukang 0.0200 oh Mandor
Page 69 of 167
47,600.00 7,350.00 19,267.50 3,780.00 455.00 45,500.00 6,440.00 455.00 191,080.00 16,590.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
147,200.00 78,200.00 58,425.00 51,250.00 335,075.00
2,065.00 3,780.00 455.00 455.00 6,440.00 45,500.00 25,000.00 Total :
25,000.00 25,000.00
96,381.25 3,780.00 455.00 455.00 6,440.00 45,500.00 25,000.00 Total :
25,000.00 25,000.00
19,600.00 78,200.00 77,900.00 102,500.00
3,910.00 3,116.00 2,050.00 9,076.00
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
5A 1 BUAH SAKLAR GANDA 1.0000 bh Saklar Ganda setara Clipsal 0.0500 oh tukang Listrik 0.0400 oh Kepala Tukang 0.0200 oh Mandor
45,500.00 78,200.00 77,900.00 102,500.00
5B 1 BUAH SAKLAR TUKAR 1.0000 bh 0.0500 oh 0.0400 oh 0.0200 oh
Saklar Tukar setara Clipsal tukang Listrik Kepala Tukang Mandor
17,500.00 78,200.00 77,900.00 102,500.00
5C 1 BUAH STOP KONTAK 1.0000 bh 0.0500 oh 0.0400 oh 0.0200 oh
Stop Kontak setara Clipsal tukang Listrik Kepala Tukang Mandor
45,500.00 78,200.00 77,900.00 102,500.00
6
7
8
1 UNIT PEMASANGAN LCD 1.0000 unit LCD Proyektor XGA (1024x768) setara SONY 0.0750 lot Alat Bantu 1.0000 ls Upah pasang
6,125,000.00 6,125,000.00 75,000.00
1 UNIT PEMASANGAN SCREEN MOTORIZED 70" 1.0000 unit Screen Motorize dia 70" 1.0000 unit Braket 1.0000 lot Alat Bantu (Kabel Power, Kabel VGA + Kelengkapan Lain 1.0000 ls Upah pasang
2,012,500.00 315,000.00 12,500.00 75,000.00
1 UNIT INSTALASI PENANGKAL PETIR (1 BLITZEM +2 TOMBAK) 3.0000 bh Blacksem 1" 3.0000 bh Sok Galvanis 1" 2.0000 bt GIP Galvanis 1" 47.5500 m1 Kawat BC 50 mm2 6.0000 bh Klem Begel 1" 3.0000 bh Klem sisir 50 mm2 1.0000 bh Kotak Kontrol 10 cm x 15 cm 1.0000 bh Perluv sok 1" 10.0000 bt Pipa Conduit PVC 3/4" 1.0000 ls Biaya pasang instalasi 6.0000 m1 Biaya pengeboran
9A MEMASANG 1 UNIT AC 1 PK TYPE INVENTER 1.0000 unit Kayu Merbau Papan 20% x harga pipa
37,500.00 52,250.00 45,000.00 14,490.00 27,000.00 44,000.00 337,500.00 48,125.00 34,869.30 675,000.00 80,000.00 Total : 3,213,000.00
Perlengkapan
Page 70 of 167
HARGA UPAH (Rp) 4
3,910.00 3,116.00 2,050.00 9,076.00
3,910.00 3,116.00 2,050.00 9,076.00
3,910.00 3,116.00 2,050.00 9,076.00
75,000.00 75,000.00
75,000.00 75,000.00
675,000.00 480,000.00 1,155,000.00
NO
URAIAN
HARGA SATUAN (Rp)
2
3
1
3.0000 1.5000 0.5000 0.0625
oh oh oh oh
Pekerja Tukang AC Kepala Tukang Mandor
73,600.00 78,200.00 77,900.00 102,500.00 Total :
9B MEMASANG 1 UNIT AC 1,5 PK TYPE INVENTER 1.0000 unit Alluminium foil Single 20% x harga pipa
3.0000 1.5000 0.5000 0.0625
oh oh oh oh
Perlengkapan Pekerja Tukang AC Kepala Tukang Mandor
3.0000
Perlengkapan oh Pekerja
1.5000 0.5000 0.0625
oh Tukang AC oh Kepala Tukang oh Mandor
4
220,800.00 117,300.00 38,950.00 6,406.25 383,456.25
4,147,500.00
73,600.00 78,200.00 77,900.00 102,500.00 Total :
9C MEMASANG 1 UNIT AC 2 PK TYPE INVENTER 1.0000 unit Playwood tbl 9 mm uk. 120 x 240 20% x harga pipa
HARGA UPAH (Rp)
Page 71 of 167
220,800.00 117,300.00 38,950.00 6,406.25 383,456.25
4,423,776.00
73,600.00
220,800.00
78,200.00 77,900.00 102,500.00 Total :
117,300.00 38,950.00 6,406.25 383,456.25
N HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
9,625.00 2,750.00 55,440.00 775.00 1,530.00 176,400.00 609.00 10,080.00
257,209.00
306,899.00
10,080.00 203.00 5,880.00
16,163.00
33,135.50
481,250.00 151,200.00 8,627.50 8,162.00 38,500.00 21,750.00 15,500.00 25,500.00 36,000.00 11,357.50 31,000.00 3,192.00 14,437.50 3,465.00
Page 72 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
849,941.50
1,269,436.50
13,090.00 176,400.00 3,045.00 11,550.00 4,650.00 8,500.00 61,200.00
278,435.00
539,160.00
23,100.00 231,840.00 7,105.00 61,200.00
323,245.00
538,470.00
12,485.00
9,625.00 156,240.00 3,045.00 19,800.00 4,650.00 8,500.00 61,200.00 77,962.50
341,022.50
601,747.50
30,240.00 812.00 37,700.00
Page 73 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
68,752.00
93,745.75
7,700.00 8,650.00
16,350.00
39,737.30
30,675.00 16,650.00 1,450.00
48,775.00
127,500.00
524,823.70
494,073.70
57,762.50
70,852.50
84,147.50
76,880.00
Page 74 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
116,550.00
92,932.50
28,751.10
4,192.50
25,313.00
11,100.00
11,100.00
28,451.10
41,925.00
113,760.00
113,760.00
136,865.00
69,600.00
Page 75 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
69,600.00
82,177.50
162,000.00
162,000.00
182,962.50
81,600.00
81,600.00
123,525.00
127,200.00
127,200.00
148,162.50
245,400.00 222,200.00 70,325.00
537,925.00
720,505.00
245,400.00 179,300.00 75,400.00
500,100.00
682,680.00
245,400.00 149,600.00 78,880.00
Page 76 of 167
HARGA BAHAN (Rp) 5
473,880.00
HARGA JUMLAH (Rp) 6
656,460.00
245,400.00 128,700.00 81,345.00
455,445.00
638,025.00
245,400.00 100,100.00 84,680.00
430,180.00
612,760.00
98,160.00 213,400.00 48,360.00 79,560.00 934,920.00 170,100.00
1,544,500.00
1,885,256.50
92,025.00 213,400.00 48,360.00 79,560.00
433,345.00
690,974.50
245,400.00 40,953.60
Page 77 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
286,353.60
381,295.20
168,000.00 47,850.00 11,600.00
227,450.00
291,883.00
168,000.00 36,245.00 13,195.00
217,440.00
281,873.00
168,000.00 29,205.00 13,485.00
210,690.00
275,123.00
168,000.00 24,420.00 14,790.00
207,210.00
271,643.00
168,000.00 20,350.00 17,690.00
Page 78 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
206,040.00
270,473.00
84,000.00 20,845.00 5,510.00
110,355.00
142,571.50
84,000.00 15,807.00 5,800.00
105,607.00
137,823.50
84,000.00 12,650.00 6,235.00
102,885.00
135,101.50
84,000.00 10,648.00 6,525.00
101,173.00
133,389.50
84,000.00 9,152.00 7,105.00
Page 79 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
100,257.00
132,473.50
84,000.00 7,150.00 7,250.00
98,400.00
130,616.50
24,687.50 8,250.00 3,915.00 14,469.00
51,321.50
85,010.00
24,687.50 8,250.00 3,915.00
36,852.50
70,541.00
113,300.00 12,750.00
126,050.00
158,266.50
144,210.00 12,750.00
156,960.00
189,176.50
Page 80 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
1,155,000.00 12,100.00 5,075.00
1,172,175.00
1,204,391.50
34,500.00 91,630.00 121.80 16,800.00
143,051.80
155,166.80
17,054.40 2,320.00
19,374.40
55,890.40
11,246.40 2,900.00
14,146.40
50,662.40
8,553.60 3,335.00
11,888.60
48,404.60
Page 81 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
6,864.00 3,480.00
10,344.00
46,860.00
5,702.40 3,770.00
9,472.40
45,988.40
4,857.60 3,915.00
8,772.60
45,288.60
3,801.60 4,205.00
8,006.60
44,522.60
14,995.20 3,915.00
18,910.20
67,803.20
11,404.80 4,495.00
Page 82 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
15,899.80
64,792.80
9,152.00 4,640.00
13,792.00
62,685.00
7,603.20 5,075.00
12,678.20
61,571.20
6,476.80 5,220.00
11,696.80
60,589.80
550.00 1,885.00
2,435.00
43,129.00
64,635.00
64,635.00
93,791.00
4,752.00 870.00
Page 83 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
5,622.00
37,838.50
3,418.80
3,418.80
21,767.00
1,760.00
1,760.00
10,370.60
6,974.00 1,740.00
8,714.00
45,230.00
3,575.00
3,575.00
27,919.00
8,000.00
8,000.00
33,264.00
Page 84 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
6,160,000.00 12,687.50 12,500.00
6,185,187.50
8,647,262.50
3,528,000.00 12,687.50 12,500.00
3,553,187.50
5,663,537.50
222,600.00 525.00
223,125.00
346,280.00
117,600.00 525.00
118,125.00
241,280.00
198,600.00 6,250.00
204,850.00
556,575.00
Page 85 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
119,160.00 39,900.00 3,750.00
162,810.00
444,190.00
356,160.00 6,250.00
362,410.00
714,135.00
139,125.00 315.00 6,250.00 46,000.00
191,690.00
543,415.00
142,464.00 315.00 6,250.00 46,000.00
195,029.00
476,409.00
297,900.00 1,575.00
Page 86 of 167
HARGA BAHAN (Rp) 5
299,475.00
HARGA JUMLAH (Rp) 6
565,124.50
127,104.00 315.00 6,250.00 27,650.00
161,319.00
442,699.00
124,125.00 315.00 10,000.00 27,650.00 36,500.00
198,590.00
479,970.00
450,000.00 125,000.00 575,000.00
575,000.00
6,160,000.00 117,000.00 47,040.00
6,324,040.00
7,730,940.00
6,720,000.00 117,000.00 47,040.00
Page 87 of 167
HARGA BAHAN (Rp) 5
6,884,040.00
HARGA JUMLAH (Rp) 6
9,240,597.50
6,160,000.00 117,000.00 25,200.00
6,302,200.00
7,146,340.00
91,630.00 23,436.00 2,537.50
117,603.50
134,576.00
91,630.00 46,872.00 2,537.50
141,039.50
158,012.00
924,000.00 2,030.00
926,030.00
946,397.00
100,793.00 2,030.00
Page 88 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
102,823.00
148,850.50
106,683.50 2,537.50
109,221.00
152,266.00
33,390.00 1,015.00
34,405.00
60,477.50
22,260.00 507.50
22,767.50
48,840.00
16,695.00 507.50
17,202.50
43,275.00
16,695.00 507.50
Page 89 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
17,202.50
43,275.00
18,375.00 507.50
18,882.50
44,955.00
156,800.00 1,522.50
158,322.50
211,132.50
156,800.00 1,522.50 23,779.00 7,000.00
189,101.50
241,911.50
156,800.00 1,522.50 23,779.00 7,000.00
189,101.50
259,446.50
Page 90 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
38,955.00 1,015.00 2,362.50
42,332.50
253,367.50
18,480.00 507.50
18,987.50
27,796.00
271,700.00 96,210.71 94,350.00 10,750.00
473,010.71
626,644.41
303,600.00 91,671.43 95,577.78 10,750.00
501,599.21
655,232.91
328,900.00 88,460.71 96,050.00 10,750.00
Page 91 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
524,160.71
677,794.41
358,600.00 84,142.86 97,183.33 10,750.00
550,676.19
704,309.89
387,200.00 80,932.14 97,372.22 10,750.00
576,254.37
729,888.07
408,100.00 77,278.57 98,883.33 10,750.00
595,011.90
748,645.60
422,400.00 76,614.29 98,127.78 10,750.00
607,892.06
761,525.76
446,600.00 75,728.57 96,900.00 10,750.00
Page 92 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
629,978.57
783,612.27
454,300.00 75,396.43 96,427.78 10,750.00
636,874.21
790,507.91
482,900.00 74,178.57 95,011.11 10,750.00
662,839.68
816,473.38
492,800.00 73,846.43 94,444.44 10,750.00
671,840.87
825,474.57
77,910.00 2,175.00
80,085.00
91,666.30
87,939.93 725.00
Page 93 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
88,664.93
92,718.23
144,000.00 15,876.00 1,015.00
8,500.00 169,391.00
181,491.00
33,600.00 3,150.00 900.00
37,650.00 18,825.00
102,247.00 83,422.00
33,600.00 3,150.00 900.00
37,650.00 18,825.00
102,247.00 83,422.00
33,600.00 4,200.00 1,800.00 36,750.00 20,825.00
97,175.00 48,587.50
179,163.50 130,576.00
33,600.00 4,200.00
Page 94 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
1,800.00 44,100.00 20,825.00 13,702.00
118,227.00 59,113.50
200,215.50 141,102.00
33,600.00 4,200.00 1,800.00 36,750.00 20,825.00 44,200.00
141,375.00 70,687.50
223,363.50 152,676.00
33,600.00 4,200.00 1,800.00 36,750.00 20,825.00
97,175.00 48,587.50
179,163.50 130,576.00
15,876.00 1,050.00 144,000.00 15,000.00
160,050.00
172,482.50
25,200.00 4,200.00 1,800.00
Page 95 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
49,000.00 20,825.00 13,702.00 8,000.00
122,727.00 61,363.50 30,681.75
204,715.50 143,352.00 112,670.25
25,200.00 4,200.00 1,350.00 36,750.00 20,825.00 44,200.00
132,525.00 66,262.50
214,513.50 148,251.00
22,176.00 6,300.00 192,500.00
220,976.00
237,386.00
168,000.00 15,750.00 3,600.00 1,164,940.00 212,625.00 369,600.00 83,700.00 137,700.00
Page 96 of 167
HARGA BAHAN (Rp) 5
2,155,915.00
HARGA JUMLAH (Rp) 6
2,804,822.30
226,800.00 21,000.00 5,400.00 1,558,200.00 283,500.00 369,600.00 83,700.00 137,700.00
2,685,900.00
3,416,062.20
336,000.00 42,000.00 18,000.00 2,337,300.00 425,250.00 369,600.00 83,700.00 137,700.00 441,000.00 208,250.00 7,700,000.00
12,098,800.00
13,007,601.20
268,800.00 33,600.00 14,400.00 1,558,200.00 283,500.00 369,600.00 83,700.00 137,700.00 411,600.00
Page 97 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
166,600.00 6,160,000.00
9,487,700.00
10,281,200.70
268,800.00 33,600.00 14,400.00 1,168,650.00 212,625.00 369,600.00 83,700.00 137,700.00 352,800.00 166,600.00 12,320,000.00
15,128,475.00
15,777,616.00
201,600.00 33,600.00 14,400.00 1,164,940.00 212,625.00 369,600.00 83,700.00 137,700.00 470,400.00 166,600.00 9,240,000.00
12,095,165.00
12,744,072.30
210,000.00
Page 98 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
31,500.00 10,800.00 1,558,200.00 283,500.00 369,600.00 83,700.00 137,700.00 308,700.00 148,750.00 5,390,000.00
8,532,450.00
9,262,612.20
1,680.00 105.00 22,260.00 4,252.50 4,400.00 930.00 1,530.00
35,157.50
54,579.40
2,520.00 210.00 26,712.00 4,725.00 6,050.00 1,395.00 2,550.00
44,162.00
76,231.30
Page 99 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
250,000.00 55,888.91 148,224.41 45,411.33 499,524.65
499,524.65
250,000.00 99,366.84 197,632.54 54,699.94 601,699.33
601,699.33
325,000.00 325,000.00
450,000.00
15,000.00 15,000.00
55,000.00
61,600.00
61,600.00
78,920.00
96,250.00
96,250.00
113,570.00
21,250.00 8,800.00 4,640.00
34,690.00
82,535.00
Page 100 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
24,500.00 8,800.00 4,640.00
37,940.00
85,785.00
16,275.00 2,040.00
18,315.00
35,706.50
66,480.00 94,500.00
160,980.00
178,988.40
558,000.00 2,030.00
560,030.00
595,817.60
18,160.00 609.00 507.50 22,260.00
41,536.50
74,306.50
87,750.00 5,500.00
93,250.00
108,995.00
Page 101 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
31,780.00 203.00
31,983.00
46,890.00
170,625.00 17,062.50 47,250.00 13,213.50 13,766.04 261,917.04
336,917.04
208,299.00
208,299.00
224,709.00
13,620.00 406.00
14,026.00
32,133.00
95,000.00 50,000.00 120,000.00 90,000.00
355,000.00
394,105.00
85,000.00 50,000.00 19,200.00
Page 102 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
154,200.00
163,865.00
83,475.00 101.50
83,576.50
219,356.50
22,050.00 1,015.00
23,065.00
31,602.50
11,466.00 1,732.50
43,200.00 44,550.00 100,948.50
113,371.00
9,682.40 1,732.50
43,200.00 44,550.00 99,164.90
111,587.40
16,406.25 1,732.50
18,138.75
30,561.25
Page 103 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
13,125.00 2,250.00
15,375.00
25,558.50
46,728.50 57,000.00 48,132.00 7,000.00 3,150.00 162,010.50
212,010.50
193,914.00 1,732.50
193,914.00
206,336.50
16,800.00 1,575.00
18,375.00
26,912.50
1,504,790.00 90,287.40
1,595,077.40
1,940,455.30
1,930,600.00 115,836.00
2,046,436.00
2,391,813.90
Page 104 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
293,440.00 6,600.00 1,450.00
301,490.00
625,640.00
1,870,820.00 6,600.00 1,450.00
1,878,870.00
2,203,020.00
1,452,500.00 87,150.00 6,600.00 1,450.00
1,547,700.00
1,717,540.00
721,000.00 43,260.00 6,600.00 1,450.00
772,310.00
942,150.00
625,100.00 37,506.00 6,600.00 1,450.00
670,656.00
894,301.00
Page 105 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
1,930,600.00 115,836.00 6,600.00 1,450.00
2,054,486.00
2,278,131.00
450,000.00 60,000.00 85,000.00 71,400.00
666,400.00
890,045.00
175,000.00 10,500.00 185,500.00
210,500.00
246,400.00 14,784.00 261,184.00
286,184.00
-
25,000.00
1,229,200.00 73,752.00 1,302,952.00
1,362,952.00
185,000.00 33,300.00
Page 106 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
218,300.00
615,261.00
24,780.00 27,384.00 29,820.00 8,673.00 9,584.40 10,437.00
33,453.00 36,968.40 40,257.00
47,934.00 51,449.40 54,738.00
57,708.00 58,086.00 81,900.00 129,360.00 20,197.80 20,330.10 28,665.00 45,276.00
77,905.80 78,416.10 110,565.00 174,636.00
101,886.30 102,396.60 134,545.50 198,616.50
16,590.00 19,908.00 29,820.00 36,498.00 43,134.00 5,806.50 6,967.80 10,437.00 12,774.30 15,096.90
Page 107 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
22,396.50 26,875.80 40,257.00 49,272.30 58,230.90
30,390.00 34,869.30 48,250.50 57,265.80 66,224.40
64,680.00 22,638.00
87,318.00
99,308.25
82,908.00 29,017.80
111,925.80
123,916.05
116,130.00 165,480.00 40,645.50 57,918.00
156,775.50 223,398.00
174,766.00 241,388.50
226,800.00 56,700.00
283,500.00
301,490.50
31,500.00 62.50
Page 108 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
31,562.50
41,410.00
133,630.00 1,250.00
134,880.00
151,351.50
105,393.40 1,250.00
106,643.40
123,114.90
76,116.60 1,250.00
77,366.60
93,838.10
53,939.90 1,250.00
55,189.90
71,661.40
136,461.92 95,805.50 397,726.37 2,604,864.15 156,000.00 1,176,231.78 335,028.00 570,783.18 999,162.67 1,116,817.50
Page 109 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
7,588,881.07
7,588,881.07
12,075.00
12,075.00
21,681.15
110,000.00 101,500.00 53,900.00
265,400.00
297,420.50
47,670.00 152.25 99,370.00
147,192.25
191,593.00
148,500.00 126,500.00 462.00 18,000.00
166,962.00
233,220.25
315,000.00 57,600.00 31,500.00 140,000.00
544,100.00
845,415.00
Page 110 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
350,000.00 57,600.00 31,500.00 140,000.00
579,100.00
880,415.00
350,000.00 399,000.00 31,500.00 140,000.00
920,500.00
1,221,815.00
350,000.00 403,200.00 31,500.00 140,000.00
924,700.00
1,226,015.00
38,710.00 38,710.00
77,420.00
119,617.50
189,630.00 18,963.00 40,521.40 42,215.86 291,330.26
341,330.26
24,916.50 2,491.65
Page 111 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
4,404.50 4,588.68 36,401.33
86,401.33
122,500.00 59,500.00
182,000.00
228,748.50
31,500.00
31,500.00
77,675.50
24,500.00
24,500.00
39,336.00
40,600.00
40,600.00
50,487.25
22,750.00
22,750.00
38,324.00
6,825.00
Page 112 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
6,825.00
21,661.00
45,500.00
45,500.00
61,074.00
24,500.00
24,500.00
73,987.50
77,000.00
77,000.00
92,574.00
43,890.00
43,890.00
57,974.50
75,460.00
75,460.00
89,544.50
151,690.00
151,690.00
165,774.50
Page 113 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
211,750.00 211,750.00
250,250.00
401,940.00 401,940.00
475,020.00
51,450.00 11,000.00 6,525.00 8,250.00
77,225.00
162,429.00
52,500.00 11,000.00 6,525.00 8,250.00
78,275.00
163,479.00
42,000.00 11,000.00 6,525.00 8,250.00
67,775.00
152,979.00
235,200.00 11,000.00 6,525.00 8,250.00
260,975.00
346,179.00
Page 114 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
235,200.00 11,000.00 6,525.00 8,250.00
260,975.00
346,179.00
54,687.50 11,440.00 6,525.00 8,910.00
81,562.50
166,766.50
4,200.00 204.60 2,610.00 10,670.00
17,684.60
32,560.20
4,130.00 204.60 2,610.00 10,670.00
17,614.60
32,490.20
204.60 2,610.00 10,670.00
13,484.60
28,360.20
Page 115 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
204.60 2,610.00 10,670.00
13,484.60
28,360.20
4,375.00 204.60 2,610.00 10,670.00
17,859.60
32,735.20
9,625.00 204.60 2,610.00 10,670.00
23,109.60
37,985.20
840.00 10,230.00 2,610.00 10,670.00
24,350.00
133,898.00
249,200.00 10,230.00 2,610.00 10,670.00
Page 116 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
272,710.00
382,258.00
52,500.00 10,230.00 2,610.00 10,670.00
76,010.00
185,558.00
11,000.00 6,525.00 8,250.00
25,775.00
110,979.00
16,695.00 787.50
17,482.50
37,849.50
62,500.00
62,500.00
82,265.80
3,920.00 4,680.00 2,820.30 7,644.00
Page 117 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
19,064.30
25,643.75
4,473.00 4,473.00 7,000.00 2,800.00
18,746.00
26,237.00
6,251.00 4,935.00 4,788.00 2,800.00
18,774.00
39,438.00
5,430.00 1,560.00 280.00 87.50
7,357.50
33,148.15
1,925.00 2,562.00 6,661.20
11,148.20
18,293.82
3,074.40 4,611.60
Page 118 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
7,686.00
13,614.63
2,240.00 87.50
2,327.50
22,022.50
16,260.00
16,260.00
22,943.40
18,896.40 5,600.00
24,496.40
35,107.05
8,347.50 2,800.00 8,583.75 9,135.00 4,725.00 18,375.00
51,966.25
86,474.55
40,500.00
40,500.00
47,645.62
Page 119 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
148,500.00 9,240.00 157,740.00
352,740.00
110,687.50 9,240.00 119,927.50
314,927.50
74,250.00 4,620.00 78,870.00
273,870.00
166,833.33 4,620.00 171,453.33
366,453.33
74,250.00 40,874.17 5,775.00 120,899.17
315,899.17
74,250.00 4,620.00
78,870.00
523,870.00
166,833.33 4,620.00
171,453.33
616,453.33
74,250.00 40,874.17 5,775.00
Page 120 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
120,899.17
565,899.17
52,185.00 9,240.00 61,425.00
256,425.00
74,970.00 9,240.00 84,210.00
279,210.00
70,266.00 9,240.00 79,506.00
274,506.00
385,000.00 2,640.00 387,640.00
385,000.00 2,640.00 195,000.00 582,640.00
57,762.50 136,865.00 381,295.20 638,025.00 704,309.89 3,416,062.20 582,640.00 50,000.00 5,966,959.79
57,762.50 136,865.00 381,295.20 638,025.00 704,309.89 3,416,062.20 582,640.00 274,506.00 50,000.00 6,241,465.79
Page 121 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
274,506.00 250,000.00 150,000.00 60,000.00 60,000.00 125,000.00 25,000.00 800,000.00 300,000.00 200,000.00 10,000,000.00 704,309.89 12,948,815.89
-
42,000.00 24,850.00 3,500.00 6,000.00 6,000.00 8,830,000.00 2,500.00 40,000.00 30,000.00 70,000.00 17,500.00 7,500.00 750.00 75,000.00 78,200.00 77,900.00 73,600.00 102,500.00 22,943.40 35,107.05 9,545,850.45
24,850.00 3,500.00 6,000.00 6,000.00 8,830,000.00 2,500.00 50,000.00 20,000.00 17,500.00 750.00 78,200.00 77,900.00 73,600.00
Page 122 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
-
102,500.00 22,943.40 35,107.05 9,351,350.45
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40 27,919.00 582,640.00 225,000.00 45,000.00 45,000.00 200,000.00 100,000.00 1,150,000.00 600,000.00 400,000.00 3,416,062.20 704,309.89 8,775,121.36
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40 27,919.00 582,640.00 225,000.00 60,000.00 200,000.00 45,000.00 45,000.00 3,416,062.20 704,309.89 6,585,121.36
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40
Page 123 of 167
HARGA BAHAN (Rp) 5
HARGA JUMLAH (Rp) 6
3,416,062.20 704,309.89 582,640.00 274,506.00 60,000.00 60,000.00 200,000.00 60,000.00 6,636,708.36
56,700.00
56,700.00 58,100.00 60,200.00 56,700.00 59,150.00 61,250.00
117,560.00 118,960.00 121,060.00 117,560.00 120,010.00 122,110.00
36,750.00 6,541.20
43,291.20
165,011.20
42,000.00 10,208.00 29,000.00
81,208.00
150,714.50
53,500.00 495.00 333.50
Page 124 of 167
HARGA BAHAN (Rp) 5
HARGA JUMLAH (Rp) 6
54,328.50 37,578.50 28,478.50
164,082.50 147,332.50 138,232.50
8,349.60 1,739.50
10,089.10
25,246.30
58,800.00 11,340.00 910.00 6,825.00 19,320.00 45,500.00 142,695.00
217,695.00
73,500.00 11,340.00 455.00 6,825.00 25,760.00 45,500.00 2,700.00 166,080.00
191,080.00
448,000.00 33,600.00 3,360.00 484,960.00
534,960.00
462,000.00 34,650.00 3,465.00 500,115.00
550,115.00
Page 125 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
315,000.00 23,625.00 2,362.50 340,987.50
390,987.50
84,000.00 6,300.00 630.00 90,930.00
140,930.00
91,000.00 6,825.00 682.50 98,507.50
148,507.50
275,000.00 20,625.00 2,062.50 297,687.50
347,687.50
330,000.00 24,750.00 2,475.00 357,225.00
407,225.00
224,000.00 16,800.00 1,680.00 242,480.00
292,480.00
194,040.00 14,553.00 1,455.30 210,048.30
260,048.30
Page 126 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
59,500.00 4,462.50 446.25 64,408.75
114,408.75
47,600.00 7,350.00 308,280.00 18,900.00 455.00 45,500.00 32,200.00 4,095.00 191,080.00
655,460.00
990,535.00
51,625.00 30,240.00 455.00 11,375.00 32,200.00 45,500.00 171,395.00
196,395.00
1,927,625.00 22,680.00 910.00 9,100.00 38,640.00 45,500.00 2,044,455.00
2,069,455.00
19,600.00
19,600.00
28,676.00
Page 127 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
45,500.00
45,500.00
54,576.00
17,500.00
17,500.00
26,576.00
45,500.00
45,500.00
54,576.00
6,125,000.00 459,375.00 6,584,375.00
6,659,375.00
2,012,500.00 315,000.00 12,500.00 2,340,000.00
2,415,000.00
112,500.00 156,750.00 90,000.00 688,999.50 162,000.00 132,000.00 337,500.00 48,125.00 348,693.00
2,076,567.50
3,231,567.50
3,213,000.00 642,600.00
Page 128 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
3,855,600.00
4,239,056.25
4,147,500.00 829,500.00
4,977,000.00
5,360,456.25
4,423,776.00 884,755.20
5,308,531.20
5,691,987.45
Page 129 of 167
REKAPITULASI DAFTAR HARGA SATUAN PEKERJAAN NO 1 I 1 2 3 4 5 6 7 8 9 10 11 12
URAIAN PEKERJAAN 2 PEKERJAAN PERSIAPAN (SNI 03-2835-2002) 1 M1 PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 METER 1 M1 PENGUKURAN DAN PEMASANGAN BOWPLANK 1 M2 PEMBUATAN KANTOR SEMENTARA, DENGAN LANTAI PLESTERAN 1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT-ALAT 1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU 1 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN 1 M2 PEMBUATAN BEDENG BURUH 1 M2 PEMBUATAN BAK ADUKAN UKURAN (40X50X20) CM 1 M2 PEMBUATAN STEGGER DARI BAMBU 1 M2 PEMBUATAN JALAN SEMENTARA 1 M3 BONGKARAN BETON BERTULANG 1 M3 BONGKARAN DINDING TEMBOK BATA MERAH
II 1 2 3 4 5 6 6A 7 8 8A 9 10 11 12 13 14 15
PEKERJAAN TANAH (SNI 2835 : 2008) 1 M3 GALIAN TANAH BIASA DALAM 1 METER 1 M3 GALIAN TANAH BIASA DALAM 2 METER 1 M3 GALIAN TANAH BIASA DALAM 3 METER 1 M3 GALIAN TANAH KERAS DALAM 1METER 1 M3 GALIAN TANAH CADAS DALAM 1 METER 1 M3 GALIAN TANAH LUMPUR DALAM 1 METER 1 M3 GALIAN TANAH DENGAN ALAT BERAT 1 M2 PEKERJAAN STRIPPING SETINGGI 1 METER 1 M3 PEMBUANGAN TANAH SEJAUH 15 METER 1 M3 PEMBUANGAN TANAH KELUAR PROYEK DENGAN ALAT BERAT 1 M3 URUGAN KEMBALI 1 M3 PEMADATAN TANAH ( Per 20 Cm ) 1 M3 URUGAN PASIR 1 M3 PEMASANGAN LAPISAN IJUK TEBAL 10 CM 1 M3 URUGAN SIRTU PADAT Untuk Peninggian Lantai Bangunan 1 M3 URUGAN TANAH PILIHAN DIPADATKAN 1 M3 URUGAN LIMESTONE PADAT
III 1 2 3 4 5 6 7 8
PEKERJAAN PONDASI (SNI 2836 : 2008) 1 M3 BATU KALI CAMP. 1 PC : 3 PS 1 M3 BATU KALI CAMP. 1 PC : 4 PS 1 M3 BATU KALI CAMP. 1 PC : 5 PS 1 M3 BATU KALI CAMP. 1 PC : 6 PS 1 M3 BATU KALI CAMP. 1 PC : 8 PS 1 M3 PASANGAN PONDASI SIKLOP, 40% BATU KALI 1 M3 PASANGAN PONDASI SUMURAN DIAMETER 1 M 1 M3 PASANGAN BATU KOSONG
IV
PEKERJAAN DINDING
(SNI 6897 : 2008)
NO 1 1 2 3 4 5 6 7 8 9 10 11 12 13 13A 13B 14 15
URAIAN PEKERJAAN 2 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 2 PS 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 3 PS 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 4 PS 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 5 PS 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 6 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 2 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 3 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 4 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 5 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 6 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 8 PS 1 M2 PASANGAN DINDING HOLLOWBLOCK (HB. 10) 1 M2 PASANGAN DINDING HOLLOWBLOCK (HB. 10) TANPA BESI 1 M2 PASANGAN BATA RINGAN TEBAL 10 CM 1 M2 PASANGAN BATA RINGAN TEBAL 12,5 CM 1 M2 PASANGAN DINDING Terawang/Roster (12 x 11 x 24) CM 1 M2 PASANGAN DINDING BEDEG, RANGKA KAYU
V 1 2 3 4 5 6 7 8 9 10 11 12 13 13A 14 15 16 17 18 18A
PEKERJAAN PLESTERAN (SNI 2837 : 2008) 1 M2 PLESTERAN CAMP. 1 PC : 1 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 2 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 3 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 4 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 5 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 6 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 8 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 2 PS TEBAL 20 MM 1 M2 PLESTERAN CAMP. 1 PC : 3 PS TEBAL 20 MM 1 M2 PLESTERAN CAMP. 1 PC : 4 PS TEBAL 20 MM 1 M2 PLESTERAN CAMP. 1 PC : 5 PS TEBAL 20 MM 1 M2 PLESTERAN CAMP. 1 PC : 6 PS TEBAL 20 MM 1 M2 PLESTERAN SKONING 1 PC : 2 PS, TEBAL 10 MM 1 M2 PLESTERAN DENGAN SEMEN INSTAN 1 M2 PLESTERAN CIPRAT 1 PC : 2 PS 1 M2 FINISHING SIAR PASANGAN DINDING BATA MERAH (=20 M') 1 M2 FINISHING SIAR PASANGAN DINDING CONBLOCK EKSPOSE (= 8 M') 1 M2 FINISHING SIAR PASANGAN BATU KALI ADUKAN 1PC : 2 PS 1 M2 PEKERJAAN ACIAN 1 M2 PEKERJAAN ACIAN DENGAN SEMEN INSTAN
VI 1 2 3 4 5 6
PEKERJAAN KAYU (SNI 3434 : 2008) MEMBUAT DAN MEMASANG 1 M3 KUSEN PINTU DAN JENDELA KAYU KELAS I MEMBUAT DAN MEMASANG 1 M3 KUSEN PINTU DAN JENDELA KAYU KELAS II/III MEMBUAT DAN MEMASANG 1 M2 PINTU KLAMP STANDAR KAYU KELAS II MEMBUAT DAN MEMASANG 1 M2 PINTU KLAMP SEDERHANA KAYU KELAS III MEMBUAT DAN MEMASANG 1 M2 DAUN PINTU PANEL KAYU KELAS I/II MEMBUAT DAN MEMASANG 1 M2 DAUN PINTU DAN JENDELA KACA, KAYU KELAS I/II
NO 1 7 8 9 10 11 12 12A 13 14 15 16 17 18 19 20 21 22 22.A 22.B 22C 23 24 25 26 27
URAIAN PEKERJAAN 2 MEMBUAT DAN MEMASANG 1 M2 PINTU DAN JENDELA JALUSI, KAYU KELAS I/II MEMBUAT 1 M2 DAUN PINTU PLYWOOD RANGKAP RANGKA TERTUTUP, KAYU KELAS II (Lebar Sampai 90 Cm) MEMBUAT 1 M2 DAUN PINTU PLYWOOD RANGKAP RANGKA EXPOSE, KAYU KELAS I/II MEMASANG 1 M2 JALUSI/KREPYAK KUSEN, KAYU KELAS I/II MEMBUAT 1 M2 TEAKWOOD RANGKAP RANGKA EXPOSE, KAYU KELAS I MEMBUAT 1 M2 TEAKWOOD RANGKAP LAPIS FORMIKA RANGKA EXPOSE, KAYU KELAS II MEMBUAT DAN MEMASANG 1 UNIT KUSEN DAN PINTU CUBICAL UNTUK TOILET MEMASANG 1 M3 KONSTRUKSI KUDA-KUDA KONVENSIONAL, KAYU KELAS I,II,III Bentang 6 M' MEMASANG 1 M3 KONSTRUKSI KUDA-KUDA EXPOSE, KAYU KELAS I MEMASANG 1 M3 KONSTRUKSI GORDENG, KAYU KELAS II MEMASANG 1 M2 RANGKA ATAP GENTENG KERAMIK, KAYU KELAS II MEMASANG 1 M2 RANGKA ATAP GENTENG BETON, KAYU KELAS II MEMASANG 1 M2 RANGKA ATAP SIRAP, KAYU KELAS II MEMASANG 1 M2 RANGKA LANGIT-LANGIT (50 X 100), KAYU KELAS II/III MEMASANG 1 M2 RANGKA LANGIT-LANGIT (60 X 60) CM, KAYU KELAS II/III MEMASANG 1 M' LISPLANK UKURAN (2.5 X 19) CM, KAYU KELAS I/II MEMASANG 1 M' LISPLANK UKURAN (2.5 X 14) CM, KAYU KELAS I/II MEMASANG 1 M' LISPLANK UKURAN (2.5 X 11) CM, KAYU KELAS I/II MEMASANG 1 M' LISPLANK UKURAN (2.5 X 9) CM, KAYU KELAS I/II MEMASANG 1 M' LISPLANK KAYU SEMEN MEMASANG 1 M2 RANGKA DINDING PEMISAH (60 X 120) CM, KAYU KELAS II/III MEMASANG 1 M2 RANGKA DINDING PEMISAH TEAKWOOD RANGKAP, RANGKA KAYU KELAS II MEMASANG 1 M2 RANGKA DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KELAS II MEMASANG 1 M2 LAMBRIZIRING DARI PAPAN KAYU KELAS I MEMASANG 1 M2 LAMBRIZIRING DARI PLYWOOD UKURAN (120 X 240) CM
VII 1 2 3 4 5 6 7 8 9 10 11 12 12.a 12.b 13 13.a 14 14.a 15 15.a
PEKERJAAN BETON ( SNI 7394:2008) MEMBUAT 1 M³ BETON MUTU f'C= 7,4 Mpa (K100), Slump (12 ± 2)cm, w/c = 0,87 MEMBUAT 1 M³ BETON MUTU f'C= 9,8 Mpa (K125), Slump (12 ± 2)cm, w/c = 0,78 MEMBUAT 1 M³ BETON MUTU f'C= 12,2 Mpa (K150), Slump (12 ± 2)cm, w/c = 0,72 MEMBUAT 1 M³ BETON MUTU f'C= 14,5 Mpa (K175), Slump (12 ± 2)cm, w/c = 0,66 MEMBUAT 1 M³ BETON MUTU f'C= 16,9 Mpa (K200), Slump (12 ± 2)cm, w/c = 0,61 MEMBUAT 1 M³ BETON MUTU f'C= 19,3 Mpa (K225), Slump (12 ± 2)cm, w/c = 0,58 MEMBUAT 1 M³ BETON MUTU f'C= 21,7 Mpa (K250), Slump (12 ± 2)cm, w/c =0,56 MEMBUAT 1 M³ BETON MUTU f'C= 24,0 Mpa (K275), Slump (12 ± 2)cm, w/c =0,53 MEMBUAT 1 M³ BETON MUTU f'C= 26,4 Mpa (K300), Slump (12 ± 2)cm, w/c =0,52 MEMBUAT 1 M³ BETON MUTU f'C= 28,8 Mpa (K325), Slump (12 ± 2)cm, w/c =0,49 MEMBUAT 1 M³ BETON MUTU f'C= 31,2 Mpa (K350), Slump (12 ± 2)cm, w/c =0,48 PEMBESIAN 10 KG DENGAN BESI POLOS ATAU BESI ULIR PEMBESIAN 10 KG DENGAN JARING BAJA/WIRE MESH PEMASANGAN 1 M2 FLOOR DECK UNTUK PLAT LANTAI 1 M2 PASANG BEKISTING UNTUK PONDASI (1 x pakai ) 1 M2 PASANG BEKISTING UNTUK PONDASI (2 x pakai) 1 M2 PASANG BEKISTING UNTUK SLOOF (1 x pakai ) 1 M2 PASANG BEKISTING UNTUK SLOOF (2 x pakai) 1 M2 PASANG BEKISTING UNTUK KOLOM (1 x pakai ) 1 M2 PASANG BEKISTING UNTUK KOLOM (2 x pakai )
NO URAIAN PEKERJAAN 1 2 16 1 M2 PASANG BEKISTING UNTUK BALOK (1 x pakai ) 16.a 1 M2 PASANG BEKISTING UNTUK BALOK (2 x pakai ) 17 1 M2 PASANG BEKISTING UNTUK LANTAI ( 1 x pakai ) 1 M2 PASANG BEKISTING UNTUK LANTAI (2 x pakai ) 17.a 1 M2 PASANG BEKISTING UNTUK PERAPET / MEJA BETON ( 1 x pakai ) 1 M2 PASANG BEKISTING UNTUK PERAPET / MEJA BETON ( 2 x pakai ) 17.b 1 M2 BEKESTING LANTAI FLOORDECK TIPE PLAT 18 1 M2 PASANG BEKISTING UNTUK DINDING ( 1 x pakai ) 18.a 1 M2 PASANG BEKISTING UNTUK DINDING (2 x pakai ) 18.b 1 M2 PASANGAN BEKISTING UNTUK DINDING SALURAN 19 1 M2 PASANG BEKISTING UNTUK TANGGA (1 x pakai ) 19.a 1 M2 PASANG BEKISTING UNTUK TANGGA (2 x pakai ) 20 1 M2 PASANG JEMBATAN UNTUK PENGECORAN BETON 21 1 M3 MEMBUAT PONDASI BETON BERTULANG (150 KG BESI + BEKISTING) 22 1 M3 MEMBUAT SLOOF BETON BERTULANG (200 KG + BEKISTING) 23 1 M3 MEMBUAT KOLOM BETON BERTULANG (300 KG BESI + BEKISTING) 24 1 M3 MEMBUAT BALOK BETON BERTULANG (200 KG BESI + BEKISTING) 25 1 M3 MEMBUAT PLAT BETON BERTULANG (150 KG BESI + BEKISTING 26 1 M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING) 27 1 M3 MEMBUAT DINDING BETON BERTULANG (200 KG BESI + BEKISTING) 28 1 M1 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11 X 11 CM) 29 1 M1 MEMBUAT KOLOM PENGUAT BETON BERTULANG (10 X 15 CM) 30 1 M1 PENGEBORAN DAN MEMBUAT BETON BOREFILE DIA 30 CM 31 1 M1 PENGEBORAN DAN MEMBUAT BETON BOREFILE DIA 40 CM 32 1 M1 PEKERJAAN WATERSTOP LEBAR 25 CM 33 1 KG WATERPROFING (DICAMPUR DALAM BETOB) VIII 1 2 3 3A 4 5 6 7 8 9 9A 10 11 11A 11B
PEKERJAAN PENUTUP ATAP (SNI 03-3436-2002) 1 M2 PEKERJAAN ATAP GENTENG KARANGPILANG SETARA GOOYEAR 1 M2 PEKERJAAN ATAP GENTENG PLENTONG DI CAT 1 M1 PASANG BUBUNGAN GENTENG PLENTONG 1 M' PASANG BUBUNGAN ATAP GENTENG KARANGPILANG SETARA GOODYEAR 1 M2 PASANG ATAP GENTENG ASBES GELOMBANG 1.8 M X 0.92 M X 5 MM 1 M1 PASANG BUBUNGAN STEL GELOMBANG 0.92 M 1 M2 PEKERJAAN ATAP SIRAP 1 M2 PEKERJAAN ATAP NOK SIRAP 1 M2 PASANG ATAP ALANG-ALANG 3 M1 1 M2 PEKERJAAN ATAP SENG GELOMBANG 1 M2 PEKERJAAN ATAP ARCRYLIC TBL 0.50 MM + RANGKA PIPA GALVANIS + FINISHING 1 M2 PASANGAN LAPISANG ALUMINIUM FOIL 1 M1 PASANG NOK SENG GELOMBANG 1 UNIT PASANG CELEDU FIBREGLASS DIBUAT DI WORKSHOP 1 UNIT PASANG MURDA FIBREGLASS DIBUAT DI WORKSHOP
IX 1 2
PEKERJAAN LANGIT - LANGIT (SNI 2839-2008) 1 M2 PASANG LANGIT-LANGIT LAMBRIZIRING 1 M1 PASANG LIST LANGIT-LANGIT KAYU PROFIL
NO 1 3 4 5 6 7 8 9
URAIAN PEKERJAAN 2 1 M2 PASANG LANGIT-LANGIT GYPSUM BOARD UKURAN (1200X2400X9) MM 1 M2 PEKERJAAN LANGIT-LANGIT KALSIBOARD UKURAN (1200X2400X4,5) MM 1 M2 PEKERJAAN PLAFOND GT LUMBER 15 MM 1 M1 PASANG LIST PLAFON GYPSUM PROFIL 1 M2 PEKERJAAN PARTISI GYPSUM TEBAL 15 Cm 2 SISI 1 M2 PASANG LANGIT-LANGIT KAYU SEMEN 1 M1 PASANG LIST LANGIT-LANGIT DARI KAYU SEMEN
X 1 1A 2 2A 3 3A 4 4A 4B 4C 4D 4E 4F 4G 6 6A 6B 7 7A 7B 7C 8 8A 8B 8C 8D 9 9A 10 10A 10B 11 11A 11B 11C 11D 12
PEKERJAAN SANITASI ( SNI 2002 ) MEMASANG 1 BUAH KLOSET DUDUK/MONOBLOK MEMASANG 1 BUAH KLOSET DUDUK/MONOBLOK DISABLED MEMASANG 1 BUAH KLOSET JONGKOK CE 6 KOMPLIT SET MEMASANG 1 BUAH KLOSET JONGKOK CE 9 KOMPLIT SET MEMASANG 1 BUAH URINOIR TYPE U57 MEMASANG 1 BUAH PENYEKAT URINOIR MEMASANG 1 BUAH WASHTAFEL MEMASANG 1 BUAH WASHTAFEL DISABLED MEMASANG 1 BUAH SINK DOUBLE TOTO MEMASANG 1 BUAH JET SPRAY MEMASANG 1 BUAH FLOOR DRAIN MEMASANG 1 BUAH PAPER HOLDER MEMASANG 1 BUAH BAR GRAB DISABLE MEMASANG 1 BUAH BAK MANDI FIBREGLASS, VOLUME 0,30 M3 MEMASANG 1 M1 PIPA GALVANIS F 0,5 " MEMASANG 1 M1 PIPA GALVANIS F 0,75 " MEMASANG 1 M1 PIPA GALVANIS F 0,1 " MEMASANG 1 M1 PIPA GALVANIS f 1,5" MEMASANG 1 M1 PIPA GALVANIS f 2" MEMASANG 1 M1 PIPA GALVANIS f 2,5" MEMASANG 1 M1 PIPA GALVANIS f 3" MEMASANG 1 M1 PIPA PVC TYPE AW f 0,5" MEMASANG 1 M1 PIPA PVC TYPE AW f 0,75 MEMASANG 1 M1 PIPA PVC TYPE AW f 1" MEMASANG 1 M1 PIPA PVC TYPE AW f 1,25" MEMASANG 1 M1 PIPA PVC TYPE AW f 0,1,5" MEMASANG 1 M1 PIPA PVC TYPE AW f 2" MEMASANG 1 M1 PIPA PVC TYPE AW f 2,5" MEMASANG 1 M1 PIPA PVC TYPE AW f 3" MEMASANG 1 M1 PIPA PVC TYPE AW f 4" MEMASANG 1 M1 PIPA PVC TYPE AW f 5" MEMASANG 1 BUAH KRAN f 0,75" ATAU 0,5" MEMASANG 1 BUAH GATE VALVE Φ40 MM MEMASANG 1 BUAH GATE VALVE Φ32 MM MEMASANG 1 BUAH GATE VALVE Φ25 MM MEMASANG 1 BUAH GATE VALVE Φ20 MM 1 Unit Pekerjaan Septictank & Peresapan
NO 1 XI 1 2 3 3A 3B 3C 3D 3E 4 5 6
URAIAN PEKERJAAN 2 (SNI 7393:2008)
PEKERJAAN BESI DAN ALUMINIUM 1 KG PASANG RANGKA ATAP BAJA 1 M2 PASANG JENDELA NAKO 1 M1 PASANG TALANG DATAR, SENG BJLS 28 1 M' Pasang kusen str. YKK 4" Brown 1 M2 Pasang Daun Jendela Kaca 5 mm Aluminium Brown str. YKK 1 M2 Pasang Daun Pintu Kaca 5 mm Aluminium Brown str. YKK 1 M2 Pasang Daun Pintu/ Plafond Slet Aluminium ex. YKK 1 M2 Pasang Louvre Aluminium ex. YKK 1 M2 RANGKA BESI HOLLOW 1X40X40.4 MM, MODUL 60X120 CM UNTUK PLAFON 1 M1 RALLING TANGGA BESI KOTAK GALVANIS + FINISHING 1 M1 BESI KOTAK GALVANIS + FINISHING
XII 1 2 3 4 4A 5 6 7 8 9 10 11 12 13
PEKERJAAN KUNCI DAN KACA (SNI 2002) 1 BH PASANG KUNCI 1 BH PASANG KUNCI BULAT 1 BH PASANG ENGSEL PINTU 1 BH PASANG ENGSEL JENDELA 1 PS PASANG ENGSEL JENDELA CASMENT 1 BH PASANG KAIT ANGIN 1 BH PASANG GRENDEL RABUNCIS 1 PS PASANG DOOR CLOSER 1 PS PASANG ESPANOILET TANAM 1 M2 PASANG KACA, TEBAL 5 MM 1 M2 PASANG KACA, TEBAL 8 MM 1 M2 PASANG KACA, TEBAL 10 MM 1 M2 PASANG KACA TEMPERED TEBAL 10 MM 1 M2 PASANG KACA TEMPERED TEBAL 12 MM
XIII 1 1 1A 1B 1C 1D 2 2A 3 3A 3B 3C 4 4A 4B 5 6
PEK. PENUTUP LANTAI DAN DINDING (SNI 7395:2008) 1 M2 PASANG LANTAI KERAMIK 30 X 30 CM ex: Ikad 1 M2 PASANG LANTAI KERAMIK 40 X 40 CM ex: Ikad 1 M2 PASANG LANTAI KERAMIK 40 X 40 CM ex: Ikad (anti slip) 1 M2 PASANG LANTAI GRANITE TILE UK. 60 X 60 CM SETARA NIRO GRANITE 1 M2 PASANG LANTAI GRANITE TILE UK. 60 X 60 CM SETARA NIRO GRANITE (ANTI SLIP) 1 M2 PASANG LANTAI KERAMIK 20 X 20 CM ex: Ikad 1 M1 PASANG PLIN KERAMIK 10 X 40 CM 1 M1 PASANG PLIN KERAMIK 10 X 20 CM 1 M1 PASANG STEP NOSING GRANITE TILE UK. 30 X 60 1 M1 PASANG PLIN GRANITE TILE 10 X 60 CM 1 M1 PASANG STEP NOSING TILE 8 X 40 CM 1 M1 PASANG BORDER 10 X 20 CM 1 M2 PASANG DINDING KERAMIK 20 X 25 CM ex : Ikad 1 M2 PASANG DINDING 30 x 60 Granite Tile 1 M2 PASANG DINDING 40 x 40 1 M2 PASANG BATU ALAM 30 X 30 CM 1 M1 PASANG PLIN KAYU 2 X 10 CM
NO 1 7 XIV 1
URAIAN PEKERJAAN 2 1 M2 PASANG LAPISAN FLOOR HARDENER
4 5 6 7 7A 8
PEKERJAAN PENGECATAN (SNI 2002) 1 M2 PENGECATAN BIDANG KAYU BARU (1 LAPIS PLAMIR, 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 1 M2 PEKERJAAN PENGECATAN INTERIOR SETARA DULUX 1 M2 PEKERJAAN PENGECATAN WEATHERSHIELD EXTERIOR SETARA DULUX 1 M2 PENGECATAN BIDANG KAYU DENGAN VERNIS 1 M2 PENGECATAN TEMBOK BARU (1 LAPIS PLAMIR, 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 1 M2 PENGECATAN TEMBOK LAMA (1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI 1 M2 PENGECATAN PERMUKAAN BAJA, 1 LAPIS DENGAN CAT BESI 1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR 1 M2 POLITUR DENGAN SPRAY 1 M2 WATERPROFING
XV 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
PEKERJAAN TETEMPELAN STYLE BALI 1 M2 PASANGAN BATA GOSOK 2 MUKA 1 M2 PASANGAN PARAS KEROBOKAN 1 MUKA 1 M2 PASANGAN BATA GOSOK 1 MUKA 1 M2 PASANGAN PARAS 1 MUKA 1 M2 PASANGAN PARAS GOSOK 1 MUKA 1 M2 PASANGAN BATA GOSOK DIUKIR 1 M2 PASANGAN PARAS DIUKIR 1 M2 PASANGAN PARAS + BATA GOSOK DIUKIR 1 M' PASANGAN BATU CANDI HITAM 1 MUKA 1 M' PASANGAN BATU TULUNG AGUNG 1 MUKA 1 M2 PASANGAN PARAS PALIMANAN 1 MUKA DIUKIR 1 M2 TEMPELAN BATU GUNUNG ( EX KARANGASEM ) I UNIT CANDI BENTAR TINGGI 2,50M I UNIT CANDI BENTAR TINGGI 4,25 M I UNIT CANDI BENTAR 3 TINGKAT TINGGI 14.2 M - PARAS PALIMANAN 1 UNIT PEKERJAAN PINTU PAGAR TYPE 1 1 UNIT PEKERJAAN PINTU PAGAR TYPE 2 1 UNIT PEKERJAAN PADMASARI 1 UNIT PEKERJAAN PENUNGGU KARANG 1 UNIT PEKERJAAN PILAR PADURAKSA ( EX BATU TULUNG AGUNG )
XVI 1 2 3 4 5 6 7
PEKERJAAN LANDSCAPE 1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 6 CM K 225 1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 8 CM 1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 10 CM 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 6 CM 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 8 CM 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 10 CM 1 M2 PASANGAN GRASS BLOCK
1A 1B 2 3
NO 1 8 9 10 11
URAIAN PEKERJAAN 2 1 M2 PASANGAN KORAL SIKAT 1 M1 KANSTEIN JUMBO (P :50, L:15, T: 30 CM ,K225) 1 M1 KANSTEIN SEGI LIMA JUMBO (P: 50, L :15, T: 40 CM K. 225) 1 M2 PENGECATAN KANSTEIN
XVII 1 2 2A 2B 2C 2D 2E 2F 2G 2H 2I 2J 2K 3 4 5 5A 5B 5C 6 7 8 9A 9B 9C
PEKERJAAN ELEKTRIKAL 1 TITIK INSTALASI STOP KONTAK, LAMPU, EXHAUST FAN DAN CEILING FAN 1 TITIK INSTALASI AC 1 SET LAMPU V SHAPE 2 X 18 WATT 1 SET LAMPU RMI PLATINUM 2 X 18 WATT 1 SET LAMPU RMI PLATINUM 2 X 36 WATT 1 SET DOWN LIGHT PLC 8 WATT + COVER 1 SET DOWN LIGHT 14 WATT 1 SET LAMPU DL 12 VOLT/50 WATT 1 SET LAMPU DINDING + GENIE 14 WATT 1 SET EXHAUST FAN 1 SET LAMPU TL 2X18 WATT +KAP LAMPU SETARA SAKA 1 SET LAMPU DOWN LIGHT 14 WATT PHILIPS PEKERJAAN PIPA REFRIGERANT, DRAIN AC dan POWER LISTRIK 1 TITIK INSTALASI TELEPHONE 1 TITIK INSTALASI MATV 1 BUAH SAKLAR TUNGGAL 1 BUAH SAKLAR GANDA 1 BUAH SAKLAR TUKAR 1 BUAH STOP KONTAK 1 UNIT PEMASANGAN LCD 1 UNIT PEMASANGAN SCREEN MOTORIZED 70" 1 UNIT INSTALASI PENANGKAL PETIR (1 BLITZEM +2 TOMBAK) MEMASANG 1 UNIT AC 1 PK TYPE INVENTER MEMASANG 1 UNIT AC 1,5 PK TYPE INVENTER MEMASANG 1 UNIT AC 2 PK TYPE INVENTER
PITULASI DAFTAR HARGA SATUAN PEKERJAAN
URAIAN PEKERJAAN 2 SNI 03-2835-2002) NG GELOMBANG TINGGI 2 METER GAN BOWPLANK TARA, DENGAN LANTAI PLESTERAN DAN ALAT-ALAT NSTRUKSI KAYU DAN PERATAAN
URAN (40X50X20) CM
K BATA MERAH
NGGI 1 METER
R PROYEK DENGAN ALAT BERAT
TEBAL 10 CM Peninggian Lantai Bangunan
HARGA 3 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
306,899.00 33,135.50 1,269,436.50 539,160.00 538,470.00 12,485.00 601,747.50 93,745.75 39,737.30 127,500.00 524,823.70 494,073.70
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
57,762.50 70,852.50 84,147.50 76,880.00 116,550.00 92,932.50 28,751.10 4,192.50 25,313.00 28,451.10 17,328.75 41,925.00 136,865.00 82,177.50 182,962.50 123,525.00 148,162.50
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
720,505.00 682,680.00 656,460.00 638,025.00 612,760.00 1,885,256.50 690,974.50 381,295.20
2836 : 2008)
40% BATU KALI AN DIAMETER 1 M
(SNI 6897 : 2008)
URAIAN PEKERJAAN 2 AL 1 BATA CAMP. 1 PC : 2 PS AL 1 BATA CAMP. 1 PC : 3 PS AL 1 BATA CAMP. 1 PC : 4 PS AL 1 BATA CAMP. 1 PC : 5 PS AL 1 BATA CAMP. 1 PC : 6 PS AL 1/2 BATA CAMP. 1 PC : 2 PS AL 1/2 BATA CAMP. 1 PC : 3 PS AL 1/2 BATA CAMP. 1 PC : 4 PS AL 1/2 BATA CAMP. 1 PC : 5 PS AL 1/2 BATA CAMP. 1 PC : 6 PS AL 1/2 BATA CAMP. 1 PC : 8 PS BLOCK (HB. 10) BLOCK (HB. 10) TANPA BESI
HARGA 3 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
291,883.00 281,873.00 275,123.00 271,643.00 270,473.00 142,571.50 137,823.50 135,101.50 133,389.50 132,473.50 130,616.50 85,010.00 70,541.00 158,266.50 189,176.50 1,204,391.50 155,166.80
SEMEN INSTAN
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
55,890.40 50,662.40 48,404.60 46,860.00 45,988.40 45,288.60 44,522.60 67,803.20 64,792.80 62,685.00 61,571.20 60,589.80 43,129.00 93,791.00 37,838.50 21,767.00 10,370.60 45,230.00 27,919.00 33,264.00
NI 3434 : 2008) USEN PINTU DAN JENDELA KAYU KELAS I USEN PINTU DAN JENDELA KAYU KELAS II/III NTU KLAMP STANDAR KAYU KELAS II NTU KLAMP SEDERHANA KAYU KELAS III AUN PINTU PANEL KAYU KELAS I/II AUN PINTU DAN JENDELA KACA, KAYU KELAS I/II
Rp. Rp. Rp. Rp. Rp. Rp.
8,647,262.50 5,663,537.50 346,280.00 241,280.00 556,575.00 444,190.00
/Roster (12 x 11 x 24) CM RANGKA KAYU
(SNI 2837 : 2008) S TEBAL 15 MM S TEBAL 15 MM S TEBAL 15 MM S TEBAL 15 MM S TEBAL 15 MM S TEBAL 15 MM S TEBAL 15 MM S TEBAL 20 MM S TEBAL 20 MM S TEBAL 20 MM S TEBAL 20 MM S TEBAL 20 MM 2 PS, TEBAL 10 MM
NDING BATA MERAH (=20 M') NDING CONBLOCK EKSPOSE (= 8 M') ATU KALI ADUKAN 1PC : 2 PS
URAIAN PEKERJAAN 2 NTU DAN JENDELA JALUSI, KAYU KELAS I/II OOD RANGKAP RANGKA TERTUTUP, KAYU KELAS II (Lebar Sampai 90 Cm) OOD RANGKAP RANGKA EXPOSE, KAYU KELAS I/II KUSEN, KAYU KELAS I/II KAP RANGKA EXPOSE, KAYU KELAS I KAP LAPIS FORMIKA RANGKA EXPOSE, KAYU KELAS II KUSEN DAN PINTU CUBICAL UNTUK TOILET DA-KUDA KONVENSIONAL, KAYU KELAS I,II,III Bentang 6 M' DA-KUDA EXPOSE, KAYU KELAS I RDENG, KAYU KELAS II NTENG KERAMIK, KAYU KELAS II NTENG BETON, KAYU KELAS II RAP, KAYU KELAS II LANGIT (50 X 100), KAYU KELAS II/III LANGIT (60 X 60) CM, KAYU KELAS II/III N (2.5 X 19) CM, KAYU KELAS I/II N (2.5 X 14) CM, KAYU KELAS I/II N (2.5 X 11) CM, KAYU KELAS I/II N (2.5 X 9) CM, KAYU KELAS I/II
HARGA 3
G PEMISAH (60 X 120) CM, KAYU KELAS II/III G PEMISAH TEAKWOOD RANGKAP, RANGKA KAYU KELAS II G PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KELAS II ARI PAPAN KAYU KELAS I ARI PLYWOOD UKURAN (120 X 240) CM
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
714,135.00 543,415.00 476,409.00 565,124.50 442,699.00 479,970.00 575,000.00 7,730,940.00 9,240,597.50 7,146,340.00 134,576.00 158,012.00 946,397.00 148,850.50 152,266.00 60,477.50 48,840.00 43,275.00 43,275.00 44,955.00 211,132.50 241,911.50 259,446.50 253,367.50 27,796.00
4 Mpa (K100), Slump (12 ± 2)cm, w/c = 0,87 8 Mpa (K125), Slump (12 ± 2)cm, w/c = 0,78 2,2 Mpa (K150), Slump (12 ± 2)cm, w/c = 0,72 4,5 Mpa (K175), Slump (12 ± 2)cm, w/c = 0,66 6,9 Mpa (K200), Slump (12 ± 2)cm, w/c = 0,61 9,3 Mpa (K225), Slump (12 ± 2)cm, w/c = 0,58 1,7 Mpa (K250), Slump (12 ± 2)cm, w/c =0,56 4,0 Mpa (K275), Slump (12 ± 2)cm, w/c =0,53 6,4 Mpa (K300), Slump (12 ± 2)cm, w/c =0,52 8,8 Mpa (K325), Slump (12 ± 2)cm, w/c =0,49 1,2 Mpa (K350), Slump (12 ± 2)cm, w/c =0,48 OLOS ATAU BESI ULIR G BAJA/WIRE MESH UNTUK PLAT LANTAI ONDASI (1 x pakai ) ONDASI (2 x pakai) LOOF (1 x pakai ) LOOF (2 x pakai) OLOM (1 x pakai ) OLOM (2 x pakai )
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
626,644.41 655,232.91 677,794.41 704,309.89 729,888.07 748,645.60 761,525.76 783,612.27 790,507.91 816,473.38 825,474.57 91,666.30 92,718.23 181,491.00 102,247.00 83,422.00 102,247.00 83,422.00 179,163.50 130,576.00
URAIAN PEKERJAAN 2 ALOK (1 x pakai ) ALOK (2 x pakai ) ANTAI ( 1 x pakai ) ANTAI (2 x pakai ) ERAPET / MEJA BETON ( 1 x pakai ) ERAPET / MEJA BETON ( 2 x pakai ) CK TIPE PLAT NDING ( 1 x pakai ) NDING (2 x pakai ) K DINDING SALURAN ANGGA (1 x pakai ) ANGGA (2 x pakai ) ENGECORAN BETON ERTULANG (150 KG BESI + BEKISTING) TULANG (200 KG + BEKISTING) RTULANG (300 KG BESI + BEKISTING) TULANG (200 KG BESI + BEKISTING) ULANG (150 KG BESI + BEKISTING RTULANG (150 KG BESI + BEKISTING) RTULANG (200 KG BESI + BEKISTING) BETON BERTULANG (11 X 11 CM) BETON BERTULANG (10 X 15 CM) BETON BOREFILE DIA 30 CM BETON BOREFILE DIA 40 CM
DALAM BETOB)
NI 03-3436-2002) KARANGPILANG SETARA GOOYEAR PLENTONG DI CAT G PLENTONG NTENG KARANGPILANG SETARA GOODYEAR ES GELOMBANG 1.8 M X 0.92 M X 5 MM LOMBANG 0.92 M
TBL 0.50 MM + RANGKA PIPA GALVANIS + FINISHING
SS DIBUAT DI WORKSHOP SS DIBUAT DI WORKSHOP
HARGA 3 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
200,215.50 141,102.00 223,363.50 152,676.00 179,163.50 130,576.00 172,482.50 204,715.50 143,352.00 112,670.25 214,513.50 148,251.00 237,386.00 2,804,822.30 3,416,062.20 13,007,601.20 10,281,200.70 15,777,616.00 12,744,072.30 9,262,612.20 54,579.40 76,231.30 499,524.65 601,699.33 450,000.00 55,000.00
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
78,920.00 113,570.00 82,535.00 85,785.00 35,706.50 178,988.40 595,817.60 74,306.50 108,995.00 46,890.00 336,917.04 224,709.00 32,133.00 394,105.00 163,865.00
Rp. Rp.
219,356.50 31,602.50
NI 2839-2008)
KAYU PROFIL
URAIAN PEKERJAAN 2 SUM BOARD UKURAN (1200X2400X9) MM ALSIBOARD UKURAN (1200X2400X4,5) MM MBER 15 MM TEBAL 15 Cm 2 SISI
DARI KAYU SEMEN
K/MONOBLOK K/MONOBLOK DISABLED KOK CE 6 KOMPLIT SET KOK CE 9 KOMPLIT SET
BREGLASS, VOLUME 0,30 M3
HARGA 3 Rp. Rp. Rp. Rp. Rp. Rp. Rp.
113,371.00 111,587.40 30,561.25 25,558.50 212,010.50 206,336.50 26,912.50
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,940,455.30 2,391,813.90 625,640.00 2,203,020.00 1,717,540.00 942,150.00 894,301.00 2,278,131.00 890,045.00 210,500.00 286,184.00 25,000.00 1,362,952.00 615,261.00 47,934.00 51,449.40 54,738.00 101,886.30 102,396.60 134,545.50 198,616.50 30,390.00 34,869.30 48,250.50 57,265.80 66,224.40 99,308.25 123,916.05 174,766.00 241,388.50 301,490.50 41,410.00 151,351.50 123,114.90 93,838.10 71,661.40 7,588,881.07
UM
URAIAN PEKERJAAN 2 (SNI 7393:2008)
m Aluminium Brown str. YKK Aluminium Brown str. YKK t Aluminium ex. YKK
40.4 MM, MODUL 60X120 CM UNTUK PLAFON K GALVANIS + FINISHING
DING (SNI 7395:2008) X 30 CM ex: Ikad X 40 CM ex: Ikad X 40 CM ex: Ikad (anti slip) E UK. 60 X 60 CM SETARA NIRO GRANITE E UK. 60 X 60 CM SETARA NIRO GRANITE (ANTI SLIP) X 20 CM ex: Ikad
TE TILE UK. 30 X 60
0 X 25 CM ex : Ikad
HARGA 3 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
21,681.15 297,420.50 191,593.00 233,220.25 845,415.00 880,415.00 1,221,815.00 1,226,015.00 119,617.50 341,330.26 86,401.33
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
228,748.50 77,675.50 39,336.00 50,487.25 38,324.00 21,661.00 61,074.00 73,987.50 92,574.00 57,974.50 89,544.50 165,774.50 250,250.00 475,020.00
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
162,429.00 163,479.00 152,979.00 346,179.00 346,179.00 166,766.50 32,560.20 32,490.20 28,360.20 28,360.20 32,735.20 37,985.20 133,898.00 382,258.00 185,558.00 110,979.00 37,849.50
URAIAN PEKERJAAN 2
HARGA 3 Rp.
82,265.80
Rp.
25,643.75
TERIOR SETARA DULUX EATHERSHIELD EXTERIOR SETARA DULUX DENGAN VERNIS (1 LAPIS PLAMIR,
Rp Rp Rp. Rp.
26,237.00 39,438.00 33,148.15 18,293.82
(1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) AJA DENGAN MENI BESI AJA, 1 LAPIS DENGAN CAT BESI ENGAN POLITUR
Rp. Rp. Rp. Rp. Rp. Rp.
13,614.63 22,022.50 22,943.40 35,107.05 86,474.55 47,645.62
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
352,740.00 314,927.50 273,870.00 366,453.33 315,899.17 523,870.00 616,453.33 565,899.17 256,425.00 279,210.00 274,506.00 582,640.00 5,966,959.79 6,241,465.79 12,948,815.89 9,545,850.45 9,351,350.45 8,775,121.36 6,585,121.36 6,636,708.36
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
117,560.00 118,960.00 121,060.00 117,560.00 120,010.00 122,110.00 165,011.20
ARU (1 LAPIS PLAMIR,
SOK DIUKIR
NG 1 MUKA N 1 MUKA DIUKIR X KARANGASEM )
NGGI 14.2 M - PARAS PALIMANAN
KSA ( EX BATU TULUNG AGUNG )
/20 CM TEBAL 6 CM K 225 /20 CM TEBAL 8 CM /20 CM TEBAL 10 CM /20 CM TEBAL 6 CM /20 CM TEBAL 8 CM /20 CM TEBAL 10 CM
URAIAN PEKERJAAN 2
T: 30 CM ,K225) P: 50, L :15, T: 40 CM K. 225)
AMPU, EXHAUST FAN DAN CEILING FAN
AMPU SETARA SAKA
RAIN AC dan POWER LISTRIK
TORIZED 70" IR (1 BLITZEM +2 TOMBAK)
HARGA 3 Rp. Rp. Rp. Rp.
150,714.50 147,332.50 138,232.50 25,246.30
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
217,695.00 191,080.00 534,960.00 550,115.00 390,987.50 140,930.00 148,507.50 347,687.50 407,225.00 292,480.00 260,048.30 114,408.75 990,535.00 196,395.00 2,069,455.00 28,676.00 54,576.00 26,576.00 54,576.00 6,659,375.00 2,415,000.00 3,231,567.50 4,239,056.25 5,360,456.25 5,691,987.45
RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN
:
TAHUN
:
NO. 1 I I.B 1 2 3 4 5 6 7 8 9 10 11 I.D 1 2 3
4
5
6
7
PEMBANGUNAN RKB SD N 1 PETANG 2016
URAIAN PEKERJAAN 2 PEKERJAAN RKB LANTAI I PEKERJAAN TANAH DAN PONDASI Pek. Galian tanah pondasi menerus Pek. Galian tanah pondasi Foot Plat Pek. Galian tanah Bore Pile Pek. Urugan kembali tanah Pondasi menerus Pek. Urugan kembali tanah Pondasi setempat Pek. Urugan limestone peninggian lantai Pek. Urugan pasir di bawah pondasi menerus Pek. Urugan pasir di bawah pondasi setempat Pek. Urugan pasir di bawah lantai Pek. Pasangan batu kosong Pek. Pasangan pondasi batu kali 1 : 5
VOLUME
SAT
3
4
51.80 78.19 480.00 17.27 26.06 137.20 3.15 5.90 33.33 13.74 45.42
PEKERJAAN BETON 2.85 Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada pondasi file cap Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada lantai 16.58 Pek.File cap 1 x 1,5 ( F1 ) a. Beton K.250 17.10 b. Begesting Pasangan Batako 57.00 c. Pembesian 2,589.68 Pek.File cap 1,2 x 1,2 ( F2 ) a. Beton K.250 1.73 b. Begesting Pasangan Batako 5.76 c. Pembesian 242.31 Pek.Bore Pile dia. 30 cm a. Beton K.300 33.91 b. Begesting Pipa Paralon 480.00 c. Pembesian 14,617.32 Pek. Sloof 20/40 (K 250) S1 a. Beton K.250 8.16 b. Pembesian 1,963.59 c. Begesting Sloof 2x pakai 102.00 Pek. Sloof 20/30 (K 250) S2 a. Beton K.250 6.48 b. Pembesian 1,721.04
m3 m3 m2 m3 m3 m3 m3 m3 m3 m3 m3
m3 m3 m3 m2 kg m3 m2 kg m3 m1 kg m3 kg m2 m3 kg
c. Begesting Sloof 8 Pek. Kolom K1 30 x 30 (K 250) a. Beton K.250 b. Pembesian c. Begesting 9 Pek. Kolom K1 30 x 45 (K 250) a. Beton K.250 b. Pembesian c. Begesting 10 Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting
2x pakai
86.40
m2
2x pakai
2.97 670.66 39.60
m3 kg m2
2x pakai
12.47 3,214.79 138.60
m3 kg m2
2x pakai
0.79 203.52 14.52
m3 kg m2
11 Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 12 Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Pembesian c. Begesting 13 Pek. Lisplank Beton 12/85 (K 250) a. Beton K.250 b. Pembesian c. Begesting 14 Pek. Tangga Beton (K 250) a. Beton K.250 b. Pembesian c. Begesting 15 Pek. Balok Tangga 15/20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 16 Pek. Pelat Wastafel Toilet (K 250) a. Beton K.250 b. Pembesian wiremesh M5 c. Begesting 17 Pek. Besi Beton Wiremesh BRC Type M5 18 Pek. Beton Bingkai Kusen 12,5 x 12,5 cm (Balok Latai)
2x pakai
0.26 89.56 5.28
m3 kg m2
2x pakai
1.93 431.44 51.48
m3 kg m2
2x pakai
9.18 814.97 163.80
m3 kg m2
2x pakai
1.49 337.89 47.22
m3 kg m2
2x pakai
0.22 28.06 2.61
m3 kg m2
2x pakai
0.08 2.11 2.24 759.13 102.10
m3 kg m2 Kg m'
2x pakai
3.02 40.20 680.82
m3 m2 kg
2x pakai
12.66 140.70 2,375.66
m3 m2 kg
2x pakai
0.60 154.95 11.06
m3 kg m2
2x pakai
0.27 90.91 5.36
m3 kg m2
2.11 56.28 471.66
m3 m2 kg
17.64
m3
SUB TOTAL RUANG KEPSEK DAN RUANG GURU LANTAI 1
II PEKERJAAN RKB LANTAI II II.B PEKERJAAN BETON 1 Pek. Kolom K2 30 x 30 (K 250) a. Beton K.250 b. Begesting c. Pembesian 2 Pek. Kolom K2 30 x 45 (K 250) a. Beton K.250 b. Begesting c. Pembesian 3 Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting 4 Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 5 Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Begesting c. Pembesian 6 Pek. Balok B1 30/60 (K 250) a. Beton K.250
2x pakai
AYA
NO ANALISA 5
HARGA SATUAN ( Rp ) 6
JUMLAH HARGA ( Rp ) 7
II.1 II.1 dihit. II.9 II.9 II.15 II.11 II.11 II.11 III.8 III.3
57,762.50 57,762.50 125,000.00 17,328.75 17,328.75 148,162.50 136,865.00 136,865.00 136,865.00 381,295.20 656,460.00 Jumlah B
2,992,328.55 4,516,565.40 60,000,000.00 299,232.86 451,656.54 20,328,383.79 431,124.75 808,050.96 4,561,744.67 5,238,424.11 29,815,096.18 129,442,607.79
VII.4
704,309.89 704,309.89
2,007,283.19 11,677,788.13
761,525.76 70,541.00 9,166.63
13,022,090.56 4,020,837.00 23,738,666.77
761,525.76 70,541.00 9,166.63
1,315,916.52 406,316.16 2,221,161.80
790,507.91 70,000.00 9,166.63
26,807,704.12 33,600,000.00 133,991,585.79
761,525.76 9,166.63 83,422.00
6,214,050.23 17,999,490.52 8,509,044.00
761,525.76 9,166.63
4,934,686.95 15,776,159.61
VII.4 VII.7 IV.13 VII.12a VII.7 IV.13 VII.13a VII.7 dihit. VII.13a VII.7 VII.13a VII.15 VII.7 VII.12
VII.15
83,422.00
7,207,660.80
VII.7
761,525.76 9,166.63 130,576.00
2,261,731.52 6,147,713.31 5,170,809.60
761,525.76 9,166.63 130,576.00
9,499,272.37 29,468,759.91 18,097,833.60
761,525.76 9,166.63 130,576.00
603,128.40 1,865,564.43 1,895,963.52
VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a
VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.17a VII.7 VII.13 VII.18b VII.13
VII.30
761,525.76 9,166.63 130,576.00
201,042.80 820,937.82 689,441.28
761,525.76 9,166.63 130,576.00
1,470,125.49 3,954,817.63 6,722,052.48
761,525.76 9,166.63 130,576.00
6,990,806.51 7,470,566.96 21,388,348.80
761,525.76 9,166.63 130,576.00
1,132,959.95 3,097,343.96 6,165,961.94
761,525.76 9,166.63 141,102.00
168,487.58 257,249.63 368,382.05
761,525.76 9,271.82 223,363.50 9,271.82 76,231.30 Jumlah D
60,312.84 19,551.49 501,227.69 7,038,537.91 7,783,215.73 464,762,589.35 594,205,197.14
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
2,296,000.18 5,249,155.20 6,240,860.48
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
9,643,200.74 18,372,043.20 21,776,780.60
VII.7
761,525.76 9,166.63 130,576.00
459,200.04 1,420,372.92 1,443,517.68
VII.16a
761,525.76 9,166.63 130,576.00
204,088.90 833,376.28 699,887.36
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
1,607,200.12 7,348,817.28 4,323,565.20
VII.7
761,525.76
13,433,314.47
VII.12 VII.16a VII.7 VII.12
REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN TAHUN
: :
PEMBANGUNAN RKB SD N 1 PETANG 2016
NO.
URAIAN PEKERJAAN
1
2
I
PEKERJAAN RKB LANTAI I
II
PEKERJAAN RKB LANTAI II
Real Cost PPN 10 % Total Cost Di Bulatkan
: : : :
Terbilang : Satu Milyar Enam Puluh Tujuh Juta Seratus Empat Puluh Delapan Ribu R
Gianyar,
Mei 2017
Kontraktor Pelaksan PT. ADVAITA UTAM
I KETUT MADAWA Direktur Utama
BIAYA
JUMLAH HARGA 3
Real Cost PPN 10 % Total Cost Di Bulatkan
: : : :
Rp.
594,205,197.14
Rp.
392,708,677.59
Rp. Rp. Rp. Rp.
986,913,874.73 98,691,387.47 1,085,605,262.20 1,085,605,000.00
Puluh Delapan Ribu Rupiah
Gianyar, Mei 2017 Dibuat : Kontraktor Pelaksana PT. ADVAITA UTAMA
I KETUT MADAWA Direktur Utama
RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN
:
Pembangunan RKB SD No. 3 Mengwi
TAHUN
:
2017
NO. 1 I I.B 1 2 3 4 5 6 7 8 9 10 11 I.D 1 2 3
4
5
6
7
URAIAN PEKERJAAN 2 PEKERJAAN RKB LANTAI I PEKERJAAN TANAH DAN PONDASI Pek. Galian tanah pondasi menerus Pek. Galian tanah pondasi Foot Plat Pek. Galian tanah Bore Pile Pek. Urugan kembali tanah Pondasi menerus Pek. Urugan kembali tanah Pondasi setempat Pek. Urugan limestone peninggian lantai Pek. Urugan pasir di bawah pondasi menerus Pek. Urugan pasir di bawah pondasi setempat Pek. Urugan pasir di bawah lantai Pek. Pasangan batu kosong Pek. Pasangan pondasi batu kali 1 : 5
VOLUME
SAT
3
4
51.80 78.19 480.00 17.27 26.06 137.20 3.15 5.90 33.33 13.74 45.42
PEKERJAAN BETON 2.85 Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada pondasi file cap Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada lantai 16.58 Pek.File cap 1 x 1,5 ( F1 ) a. Beton K.250 17.10 b. Begesting Pasangan Batako 57.00 c. Pembesian 2,589.68 Pek.File cap 1,2 x 1,2 ( F2 ) a. Beton K.250 1.73 b. Begesting Pasangan Batako 5.76 c. Pembesian 242.31 Pek.Bore Pile dia. 30 cm a. Beton K.300 33.91 b. Begesting Pipa Paralon 480.00 c. Pembesian 14,617.32 Pek. Sloof 20/40 (K 250) S1 a. Beton K.250 8.16 b. Pembesian 1,963.59 c. Begesting Sloof 2x pakai 102.00 Pek. Sloof 20/30 (K 250) S2 a. Beton K.250 6.48 b. Pembesian 1,721.04
m3 m3 m2 m3 m3 m3 m3 m3 m3 m3 m3
m3 m3 m3 m2 kg m3 m2 kg m3 m1 kg m3 kg m2 m3 kg
c. Begesting Sloof 8 Pek. Kolom K1 30 x 30 (K 250) a. Beton K.250 b. Pembesian c. Begesting 9 Pek. Kolom K1 30 x 45 (K 250) a. Beton K.250 b. Pembesian c. Begesting 10 Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting
2x pakai
86.40
m2
2x pakai
2.97 670.66 39.60
m3 kg m2
2x pakai
12.47 3,214.79 138.60
m3 kg m2
2x pakai
0.79 203.52 14.52
m3 kg m2
11 Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 12 Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Pembesian c. Begesting 13 Pek. Lisplank Beton 12/85 (K 250) a. Beton K.250 b. Pembesian c. Begesting 14 Pek. Tangga Beton (K 250) a. Beton K.250 b. Pembesian c. Begesting 15 Pek. Balok Tangga 15/20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 16 Pek. Pelat Wastafel Toilet (K 250) a. Beton K.250 b. Pembesian wiremesh M5 c. Begesting 17 Pek. Besi Beton Wiremesh BRC Type M5 18 Pek. Beton Bingkai Kusen 12,5 x 12,5 cm (Balok Latai)
2x pakai
0.26 89.56 5.28
m3 kg m2
2x pakai
1.93 431.44 51.48
m3 kg m2
2x pakai
9.18 814.97 163.80
m3 kg m2
2x pakai
1.49 337.89 47.22
m3 kg m2
2x pakai
0.22 28.06 2.61
m3 kg m2
2x pakai
0.08 2.11 2.24 759.13 102.10
m3 kg m2 Kg m'
2x pakai
3.02 40.20 680.82
m3 m2 kg
2x pakai
12.66 140.70 2,375.66
m3 m2 kg
2x pakai
0.60 154.95 11.06
m3 kg m2
2x pakai
0.27 90.91 5.36
m3 kg m2
2.11 56.28 471.66
m3 m2 kg
17.64
m3
SUB TOTAL RUANG KEPSEK DAN RUANG GURU LANTAI 1
II PEKERJAAN RKB LANTAI II II.B PEKERJAAN BETON 1 Pek. Kolom K2 30 x 30 (K 250) a. Beton K.250 b. Begesting c. Pembesian 2 Pek. Kolom K2 30 x 45 (K 250) a. Beton K.250 b. Begesting c. Pembesian 3 Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting 4 Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 5 Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Begesting c. Pembesian 6 Pek. Balok B1 30/60 (K 250) a. Beton K.250
2x pakai
AYA
NO ANALISA 5
HARGA SATUAN ( Rp ) 6
JUMLAH HARGA ( Rp ) 7
II.1 II.1 dihit. II.9 II.9 II.15 II.11 II.11 II.11 III.8 III.3
57,762.50 57,762.50 125,000.00 17,328.75 17,328.75 148,162.50 136,865.00 136,865.00 136,865.00 381,295.20 656,460.00 Jumlah B
2,992,328.55 4,516,565.40 60,000,000.00 299,232.86 451,656.54 20,328,383.79 431,124.75 808,050.96 4,561,744.67 5,238,424.11 29,815,096.18 129,442,607.79
VII.4
704,309.89 704,309.89
2,007,283.19 11,677,788.13
761,525.76 70,541.00 9,166.63
13,022,090.56 4,020,837.00 23,738,666.77
761,525.76 70,541.00 9,166.63
1,315,916.52 406,316.16 2,221,161.80
790,507.91 70,000.00 9,166.63
26,807,704.12 33,600,000.00 133,991,585.79
761,525.76 9,166.63 83,422.00
6,214,050.23 17,999,490.52 8,509,044.00
761,525.76 9,166.63
4,934,686.95 15,776,159.61
VII.4 VII.7 IV.13 VII.12a VII.7 IV.13 VII.13a VII.7 dihit. VII.13a VII.7 VII.13a VII.15 VII.7 VII.12
VII.15
83,422.00
7,207,660.80
VII.7
761,525.76 9,166.63 130,576.00
2,261,731.52 6,147,713.31 5,170,809.60
761,525.76 9,166.63 130,576.00
9,499,272.37 29,468,759.91 18,097,833.60
761,525.76 9,166.63 130,576.00
603,128.40 1,865,564.43 1,895,963.52
VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a
VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.17a VII.7 VII.13 VII.18b VII.13
VII.30
761,525.76 9,166.63 130,576.00
201,042.80 820,937.82 689,441.28
761,525.76 9,166.63 130,576.00
1,470,125.49 3,954,817.63 6,722,052.48
761,525.76 9,166.63 130,576.00
6,990,806.51 7,470,566.96 21,388,348.80
761,525.76 9,166.63 130,576.00
1,132,959.95 3,097,343.96 6,165,961.94
761,525.76 9,166.63 141,102.00
168,487.58 257,249.63 368,382.05
761,525.76 9,271.82 223,363.50 9,271.82 76,231.30 Jumlah D
60,312.84 19,551.49 501,227.69 7,038,537.91 7,783,215.73 464,762,589.35 594,205,197.14
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
2,296,000.18 5,249,155.20 6,240,860.48
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
9,643,200.74 18,372,043.20 21,776,780.60
VII.7
761,525.76 9,166.63 130,576.00
459,200.04 1,420,372.92 1,443,517.68
VII.16a
761,525.76 9,166.63 130,576.00
204,088.90 833,376.28 699,887.36
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
1,607,200.12 7,348,817.28 4,323,565.20
VII.7
761,525.76
13,433,314.47
VII.12 VII.16a VII.7 VII.12
JADWAL WAKTU PELAKSANAAN (TIME SCH NAMA KEGIATAN NAMA PEKERJAAN NOMOR KONTRAK TANGGAL KONTRAK NOMOR SPMK TANGGAL SPMK LOKASI KONTRAKTOR PELAK KONSULTAN PENGAW
: : : : : : : : :
PEMBANGUNAN RKB SD N 1 PETANG PEMBANGUNAN RKB SD N 1 PETANG 193/KNT.DPUPR.TB/2016 20 JUNI 2016 239/SPMK.CK/DPUPR.TB/2016 21 JUNI 2016 BANJAR PETANG SUCI, PETANG, BADUNG PT. ADVAITA UTAMA PT. GAHARU SEMPANA
WAKTU PELAKSANAAN DARI 180 ( SERATU NO
URAIAN PEKERJAAN
VOLUME
BOBOT
SPMK 21 - 27 1
I I.B 1 2 3 4 5 6 7 8 9 10 11 I.D
PEKERJAAN RKB LANTAI I PEKERJAAN TANAH DAN PONDASI Pek. Galian tanah pondasi menerus Pek. Galian tanah pondasi Foot Plat Pek. Galian tanah Bore Pile Pek. Urugan kembali tanah Pondasi menerus Pek. Urugan kembali tanah Pondasi setempat Pek. Urugan limestone peninggian lantai Pek. Urugan pasir di bawah pondasi menerus Pek. Urugan pasir di bawah pondasi setempat Pek. Urugan pasir di bawah lantai Pek. Pasangan batu kosong Pek. Pasangan pondasi batu kali 1 : 5
PEKERJAAN BETON 1 Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada pondasi file cap 2 Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada lantai 3 Pek.File cap 1 x 1,5 ( F1 ) a. Beton K.250 b. Begesting Pasangan Batako c. Pembesian
51.80 78.19 480.00 17.27 26.06 137.20 3.15 5.90 33.33 13.74 45.42
m3 m3 m2 m3 m3 m3 m3 m3 m3 m3 m3
0.303 0.458 6.185 0.030 0.046 2.087 0.044 0.083 0.469 0.538 3.059
2.85 m3 16.58 m3
0.206 1.199
17.10 m3 57.00 m2 2,589.68 kg
1.337 0.411 2.442
JUNI - JULI 28 - 04 05 - 11 2 3
12 - 18 4
19 - 25 5
JULI - AGUSTUS 26 - 01 6
0.303 0.458 3.092
3.092
0.206
4 Pek.File cap 1,2 x 1,2 ( F2 ) a. Beton K.250 b. Begesting Pasangan Batako c. Pembesian 5 Pek.Bore Pile dia. 30 cm a. Beton K.300 b. Begesting Pipa Paralon c. Pembesian 6 Pek. Sloof 20/40 (K 250) S1 a. Beton K.250 b. Pembesian c. Begesting Sloof 7 Pek. Sloof 20/30 (K 250) S2 a. Beton K.250 b. Pembesian c. Begesting Sloof 8 Pek. Kolom K1 30 x 30 (K 250) a. Beton K.250 b. Pembesian c. Begesting 9 Pek. Kolom K1 30 x 45 (K 250) a. Beton K.250 b. Pembesian c. Begesting 10 Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting 11 Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 12 Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Pembesian c. Begesting 13 Pek. Lisplank Beton 12/85 (K 250) a. Beton K.250 b. Pembesian
1.73 m3 5.76 m2 242.31 kg
0.135 0.042 0.228
33.91 m3 480.00 m1 14,617.32 kg
2.753 3.463 13.784
8.16 m3 1,963.59 kg 102.00 m2
0.638 1.852 0.865
6.48 m3 1,721.04 kg 86.40 m2
0.507 1.623 0.733
2.97 m3 670.66 kg 39.60 m2
0.232 0.632 0.527
12.47 m3 3,214.79 kg 138.60 m2
0.976 3.032 1.845
0.79 m3 203.52 kg 14.52 m2
0.062 0.192 0.193
0.26 m3 89.56 kg 5.28 m2
0.021 0.084 0.070
1.93 m3 431.44 kg 51.48 m2
0.151 0.407 0.685
9.18 m3 814.97 kg
0.718 0.769
1.377 1.732
S M P K
1.732 6.892
6.892
c. Begesting 14 Pek. Tangga Beton (K 250) a. Beton K.250 b. Pembesian c. Begesting 15 Pek. Balok Tangga 15/20 (K 250)
163.80 m2
2.180
1.49 m3 337.89 kg 47.22 m2
0.116 0.319 0.629
S M P K T A N G G A L 2 1 J U N I 2 0 1 7
a. Beton K.250 b. Pembesian c. Begesting 16 Pek. Pelat Wastafel Toilet (K 250) a. Beton K.250 b. Pembesian wiremesh M5 c. Begesting 17 Pek. Besi Beton Wiremesh BRC Type M5 18 Pek. Beton Bingkai Kusen 12,5 x 12,5 cm (Balok Latai)
II II.B 1
2
3
4
5
6
7
8
PEKERJAAN RKB LANTAI II PEKERJAAN BETON Pek. Kolom K2 30 x 30 (K 250) a. Beton K.250 b. Begesting c. Pembesian Pek. Kolom K2 30 x 45 (K 250) a. Beton K.250 b. Begesting c. Pembesian Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Begesting c. Pembesian Pek. Balok B1 30/60 (K 250) a. Beton K.250 b. Pembesian c. Begesting Pek. Balok B2 20/40 (K 250) a. Beton K.250 b. Pembesian c. Begesting Pek. Balok B3 20/35 (K 250)
0.22 m3 28.06 kg 2.61 m2 0.08 2.11 2.24 759.13 102.10
m3 kg m2 Kg m'
0.017 0.026 0.038 0.006 0.002 0.051 0.725 0.796
T A N G G A L 2 1 J U N I 2 0 1 7
3.02 m3 40.20 m2 680.82 kg
0.236 0.535 0.642
12.66 m3 140.70 m2 2,375.66 kg
0.990 1.873 2.240
0.60 m3 154.95 kg 11.06 m2
0.047 0.146 0.147
0.27 m3 90.91 kg 5.36 m2
0.021 0.086 0.071
2.11 m3 56.28 m2 471.66 kg
0.165 0.749 0.445
17.64 m3 3,923.54 kg 147.00 m2
1.380 3.700 2.116
8.96 m3 2,982.92 kg 112.00 m2
0.701 2.813 1.612
LAKSANAAN (TIME SCHEDULE)
WAKTU PELAKSANAAN DARI 180 ( SERATUS DELAPAN PULUH ) HARI KALENDER JULI - AGUSTUS 02 - 08 7
09 - 15 8
AGUSTUS - SEPTEMBER SEPTEMBER - OKTOBERPHO 16 - 22 23 - 29 30 - 05 06 - 12 13 - 19 20 - 26 9 10 11 12 13 14
MASA PEMELIHARA AN 730 HARI
PHO
%
100
0.030 0.046 1.044 0.044
1.044
0.083 0.469 0.538 3.059
90
1.199
1.221
1.337 0.411 1.221
0.135 0.042 0.228 1.377 80
0.811
0.507 0.811 0.733 0.232 0.632 0.527
0.400 0.420
70
0.976 2.632 1.425 0.062 0.192 0.193 0.021 0.084 0.070 0.151 0.407 0.685 0.718 0.769
60
EMBER 2017
0.926
0.638 0.926 0.865
0.116 0.319 0.629 SERAH TERIMA PERTAMA TANGGAL 17 DESEMBER 2017
2.180
50
40
30
0.006 0.002 0.051 0.725 0.796
0.321
0.236 0.535 0.321
1.120
0.990 1.873 1.120
0.073
SERAH TERIMA PERTAMA TANGGAL 17 DESE
0.017 0.026 0.038
50
40
0.047 0.073 0.147 0.021 0.086 0.071 0.165 0.749 0.445 1.380
1.850 2.116
1.850
0.701 1.406 1.612
1.406
30
NO
NAMA BARANG
1
2
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
Mandor Kepala Tukang Besi Kepala Tukang Batu Kepala Tukang Kayu Kepala Tukang Cat Kepala Tukang pipa Kepala Tukang Style Bali Kepala Tukang Las Konstruksi Kepala Tukang Alluminium Tukang Batu Tukang kayu Tukang Besi Tukang cat Tukang Listrik Tukang Pipa Pekerja Tukang Las konstruksi Tukang Alluminium Tukang style Bali
SPESIFIKASI SATUAN 3
4
Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari
HARGA (Rp.) 5
102,500.00 77,900.00 77,900.00 82,000.00 77,900.00 77,900.00 102,500.00 77,900.00 77,900.00 78,200.00 82,800.00 78,200.00 78,200.00 78,200.00 78,200.00 73,600.00 78,200.00 78,200.00 90,200.00
DAFTAR HARGA SATUAN BAHAN BANGUNAN
NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46
NAMA BARANG Batu Kali Pasir Urug Pasir Pasang Pasir Beton Koral Beton (Pecah) Tanah Urug Lime stone Sirtu Semen Gresik 50 kg Semen Tiga Roda 50 Kg Semen Tonasa 50 kg Semen Instan (MU-380) untuk perekat Bata Ringan 40 kg Semen Instan (MU-301) untuk plesteran 40 kg Semen Instan (MU-200) untuk Acian 40 kg Batako cetak lobang KW I Batu Bata Pasangan Klas I Batu Bata Gosol Klas I Batu Bata Ringan Ukuran 10 x 20 x 60 Bata Ringan Batu Palimanan (Paras Jogya) Batu Candi (Jogya) Batu Paras (Tulungagung) Batu Paras (Kerobokan) Batu Paras Gosok Abu (Silakarang) Besi Beton Besi Wiremesh Floor Deck tbl. 0.75 mm Kawat Beton Baja WF Baja Profil Besi kotak Paku 12 cm Paku 10 cm Paku 7 cm Paku 5 cm Paku 3 cm Paku List Paku beton Paku sekrup Kayu Jati Balok Kayu Merbau Balok Kayu Bangkirai Balok Kayu Kamper Balok Kayu Jati Papan Kayu Merbau Papan Kayu Bangkirai Papan Kayu Kamper Papan Kayu Kamfer Usuk Kayu Kamfer reng
SATUAN M3 M3 M3 M3 M3 M3 M3 M3 zak zak zak zak zak zak Bh Bh Bh Bh m3 M2 M2 M2 bj bj Kg Kg M2 Kg Kg Kg kg Kg Kg Kg Kg Kg Kg kotak kotak M3 M3 M3 M3 M3 M3 M3 M3 M3 M3
NO 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 89a 90 91 92 93 94 95 96 97 98
NAMA BARANG Kayu terentang/Begesting Kayu Usuk Kruing Kayu usuk 4/6 Begesting Kayu Dolken 8' - 10' /4 m Alluminium foil Single Alluminium foil Double Genteng Karang Pilang setara Good Year Genteng Bubungan Karangpilang Genteng Kanmuri di Glazur Genteng Bubungan Kanmuri di Glazur Multiplex tbl 18 mm uk 120 x 240 Multiplex tbl 15 mm uk. 120 x 240 Multiplex tbl 12 mm uk. 120 x 240 Playwood tbl 9 mm uk. 120 x 240 Playwood tbl 6 mm uk. 120 x 240 Teaxwood tbl 3 mm uk 120 x 240 Gypsum tbl 9 mm uk. 120 x 240 Kalsiboard tbl 4.5 mm uk. 120 x 240 Kayu semen Eave 9 (235 mm x 3050 mm x 14 mm) Kayu Semen lap sidding 8" G2 (200 mm x 3050 mm x 11 mm) Rangka Hollow 2 x 4 tbl. 0,4 mm Rangka Hollow 4 x 4 tbl 0,4 mm Alluminium lapis jeruk tbl 3 mm uk 120 x 240 Keramik 80 x 80 setara Niro Granite (Homogenius) Keramik 80 x 80 setara Niro Granite (Homogenius) anti slip Keramik 60 x 60 setara Niro Granite (Homogenius) Keramik 60 x 60 setara Niro Granite (Homogenius) anti slip Keramik 30 x 60 setara Niro Granite (Homogenius) Keramik 80 x 80 setara Granito (Homogenius) Keramik 80 x 80 setara Granito (Homogenius) anti slip Keramik 60 x 60 setara Granito (Homogenius) Keramik 60 x 60 setara Granito (Homogenius) anti slip Keramik 30 x 60 setara Granito (Homogenius) Keramik 80 x 80 setara Ezenza (Homogenius) Keramik 80 x 80 setara Ezenza (Homogenius) anti slip Keramik 60 x 60 setara Ezenza (Homogenius) Keramik 60 x 60 setara Ezenza (Homogenius) anti slip Keramik 30 x 60 setara Ezenza (Homogenius) Keramik 40 x 40 cm setara Platinium Kls I Keramik 40 x 40 cm setara Platinium anti slip KLs I Keramik 20 x 20 cm setara Platinium Keramik 20 x 20 cm setara Platinium anti slip Keramik 20 x 25 cm setara Platinium Keramik border 10 x 20 cm setara Platinium Keramik 30 x 30 cm setara Ikad Kls I Keramik 40 x 40 cm setara Ikad Kls I Keramik 40 x 40 cm setara Ikad anti slip KLs I Keramik 20 x 20 cm setara Ikad Keramik 20 x 20 cm setara Ikad anti slip Keramik 20 x 25 cm setara Ikad Keramik border 10 x 20 cm setara Ikad Keramik 40 x 40 cm setara Roman Kls I Keramik 40 x 40 cm setara Roman anti slip KLs I
SATUAN M3 M3 M3 Btg m2 m2 bj bj bj bj Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Bt Bt m1 m1 Lbr m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 m2 M2 M2 M2 M2 M2 Bh M2 M2 M2 M2 M2 M2 Bh M2 M2
NO 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 138a 139 140 141 142 143 144 145 146 147 148 149 150
NAMA BARANG Keramik 20 x 20 cm setara Roman Keramik 20 x 20 cm setara Roman anti slip Keramik 20 x 25 cm setara Roman Keramik border 10 x 20 cm setara Roman Keramik step nossing tangga 8 x 40 cm setara Platinium Keramik step nossing tangga 8 x 40 cm setara Ikad Keramik step nossing tangga 8 x 40 cm setara Roman Cat Meni kayu Cat Meni besi Cat Dasar Kayu Cat Tembok setara vinilex Cat Tembok setara Duluk (Interior) warna standar Cat Tembok setara Duluk (Interior) warna khusus Cat Tembok setara Dulux Watershield (Exterior) warna standar Cat Tembok setara Dulux Watershield (Exterior) warna khusus Alkali untuk Interior Alkali untuk Exterior Cat Kayu setara Emcolux Cat Kayu setara Mowilex Cat Besi Viglass warna standar Cat Besi Viglass warna khusus Cat Besi Watershield Glass warna standar Cat Besi Watershield Glass warna khusus Wood Filler setara Propan Sending Seller setara Propan Wood Stain (Warna) setara Propan Clear (Glass Dop) setara Propan Tinner A Amplas Kuas Lokset MTS IL 8485 SSS setara Dekson Handle LHTR 0016 SSS setara Dekson Kunci Bulat KCBL 8587 BK SSS setara Dekson Engsel pintu 4 " 4x3x3, 2BB ES/EL setara Dekson Engsel jendela 3 " 3x2 BB setara Dekson Engsel Casment Type FS HD S 250 10"" setara Dekson Grendel Jendela Rabuncis Type CHW 4 LHNH setara Dekson Spring Kenip CWH 103 Z, SN Espagnoilet TanamType FB 040. 8" + 12 SS setara Dekson Door Closer 300 Hold Open setara Dekson Kait Angin Type WR BR SQ 01 10 " SN setara Dekson Kabel NYM/ NYA 3 X 2.5 mm2 setara Supreme Kabel BC 70 mm2 Kabel BC 50 mm2 Kabel BC 35 mm2 Kabel BC 25 mm2 Kabel BC 16 mm2 Kabel NYMHY 3 x 2,5 mm2 Kabel NYMHY 2 x 2,5 mm2 Kabel NYA/NYM 2 x 1,5 mm2 Kabel UTP Cat 6 Kabel ITC 2 Prs Kabel COAXIAL RG 11
SATUAN M2 M2 M2 Bh Bh Bh Bh Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Ltr lbr BH Bh Bh Bh Bh Bh ps bh bh Bh Bh Bh M1 M1 M1 M1 M1 M1 m1 m1 m1 m1 m1 m1
NO 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183
184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202
NAMA BARANG Kabel NYFGbY 4 x185 mm2 Kabel NYFGbY 4 x 150 mm2 Kabel NYFGbY 4 x 95 mm2 Kabel NYFGbY 4 x 70 mm2 Kabel NYFGbY 4 x 50 mm2 Kabel NYFGbY 4 x 35 mm2 Kabel NYFGbY 4 x 16 mm2 Kabel NYFGbY 4 x 10 mm2 Kabel NYFGbY 4 x 6 mm2 Kabel NYY 4 x 70 mm2 Kabel NYY 4 x 50 mm2 Kabel NYY 4 x 35 mm2 Kabel NYY 4 x 25 mm2 Kabel NYY 4 x16 mm2 Kabel NYY 4 x10 mm2 Kabel NYY 4 x6 mm2 Pipa clipsal 20 mm hitam Tee dos clipsal 20 mm hitam Klem clipsal 20 mm hitam Sock clipsal 20 mm hitam Inbow dos plastik clipsal E 157 P Socket data Socket telephone Socket MATV Smoke Detector Smoke Detector + EOL Alarm Bell Indicator Lamp Push Button Combination Box Ω Clem Ø 20 mm Ω Clem Ø 25 mm Lampu TL 2x18 Watt + kap lampu setara saka Lampu down light 14 Watt philip Lampu TL 2 x 18 Watt+ EBC Philips (Armatur Platinium RMI setara SAKA) Lampu TL 2 x 36 Watt+ EBC Philips (Armatur Platinium RMI setara SAKA) Lampu TL 2 x 18 Watt+ EBC Philips (Armatur V Shape setara SAKA) Lampu TL 2 x 36 Watt+ EBC Philips (Armatur V Shape setara SAKA) Lampu Down Light Recessed Halogen 35 Watt, Philips (Armatur setara SAKA ) dia 075 Lampu Down Light PLC 8 watt, Philips (Armatur 2 Kaki + Cover setara SAKA) dia 100 Lampu Down Light PLC 14 watt, Philips (Armatur 2 Kaki setara SAKA) dia 125 mm Lampu Down Light PLC 18 watt, Philips (Armatur 2 Kaki setara SAKA) dia 150 mm Celling Exhaust Fan Type Kap 100 setara Panasonic Ceiling Fan 4 Metal Blade 140 cm (56") setara Panasonic Sakral Tunggal setara Clipsal Saklar Double setara Clipsal Saklar Tukar/Hotel setara Clipsal Stop Kontak setara Clipsal Stop Kontak AC setara Clipsal AC 3/4 PK Inverter, Kapasitas 6,800 BTUH Wall Mounted setara Daikin AC 1 PK Inverter,Kapasitas 8,500 BTUH Wall Mounted setara Daikin AC 1,5 PK Inverter, Kapasitas 11,900 BTUH Wall Mounted setara Daikin AC 2 PK Inverter, Kapasitas 17,700 BTUH Wall Mounted setara Daikin
SATUAN m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 m1 Bt Bh Bj Bj Bj Bh Bh Bh Bh Bh Bh Bh Bh Bh pcs pcs Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Unit Unit Bh Bh Bh Bh Bh Unit Unit Unit Unit
NO 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256
NAMA BARANG AC 2,5 PK Inverter, Kapasitas 20,500 BTUH Wall Mounted setara Daikin AC 3 PK Kapasitas 24,200 BTUH Celling Casssete setara Daikin Pipa Refrigerant 3/4 PK Pipa Refrigerant 1 PK Pipa Refrigerant 2 PK Pipa Refrigerant 2,5 PK Pipa Refrigerant 3 PK Pipa Drain 3/4 PK, PVC dia 20 mm + Insulation Pipa Drain 1 PK, PVC dia 20 mm + Insulation Pipa Drain 2 PK, PVC dia 20 mm + Insulation Pipa Drain 2,5 PK, PVC dia 20 mm + Insulation Pipa Drain 3 PK, PVC dia 20 mm + Insulation LCD Proyektor XGA (1024x768) setara BENQ LCD Proyektor XGA (1024x768) setara ACER LCD Proyektor XGA (1024x768) setara SONY Screen Motorize dia 70" Braket Pipa PVC TIPE AW Ø ½˝ ( Ø 15 mm ) Pipa PVC TIPE AW Ø ¾˝ ( Ø 20 mm ) Pipa PVC TIPE AW Ø 1˝ ( Ø 25 mm ) Pipa PVC TIPE AW Ø 1,25˝ ( Ø 32 mm ) Pipa PVC TIPE AW Ø 1.5˝ ( Ø 40 mm ) Pipa PVC TIPE AW Ø 2˝ ( Ø 50 mm ) Pipa PVC TIPE AW Ø 2,5˝ ( Ø 65 mm ) Pipa PVC TIPE AW Ø 3˝ ( Ø 80 mm ) Pipa PVC TIPE AW Ø 4˝ ( Ø 100 mm ) Pipa PVC TIPE AW Ø 5˝ ( Ø 125 mm ) Pipa PVC TIPE AW Ø 6˝ ( Ø 150 mm ) Pipa Galvanis Ø ½˝ ( Ø 15 mm ) Pipa Galvanis Ø ¾˝ ( Ø 20 mm ) Pipa Galvanis Ø 1˝ ( Ø 25 mm ) Pipa Galvanis Ø 1,25˝ ( Ø 32 mm ) Pipa Galvanis Ø 1.5˝ ( Ø 40 mm ) Pipa Galvanis Ø 2˝ ( Ø 50 mm ) Pipa Galvanis Ø 2,5˝ ( Ø 65 mm ) Pipa Galvanis Ø 3˝ ( Ø 80 mm ) Pipa Galvanis Ø 4˝ ( Ø 100 mm ) Pipa Galvanis Ø 5˝ ( Ø 125 mm ) Ball Valve dia 20 mm Ball Valve dia 25 mm Ball Valve dia 32 mm Ball Valve dia 40 mm Ball Valve dia 50 mm Check Valve dia 32 mm Y-Strainer dia 32 mm Foot Valve dia 40 mm Gate Valve 50 mm Flange Gate Valve 80 mm Flange Kloset Duduk CW 660 NJ/SW 660J (Komplit) setara TOTO Kloset Jongkok Type CE 6 setara TOTO Kloset Jongkok CE 9 (Komplit) setara TOTO Kloset Duduk Disabled Type CW. 705 L setara TOTO Urinoir Type U 57 setara TOTO Urinoir Partition A100 With
SATUAN Unit Unit M' M' M' M' M' M' M' M' M' M' unit unit unit unit unit M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Unit Unit unit Unit Unit Unit
NO
NAMA BARANG
SATUAN
257 258 259 260 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285
Wastafel Type L 512 V1A (Komplit) setara TOTO Wastafel Disabled Type LW103 JT 01 setara TOTO Grab Bar Disable Type TX 3 A3 setara TOTO Floor Drain 2 " Type TX 1 BN setara TOTO Tempat Sabun Type S 156 NV1 setara TOTO Jetwasher Type TGB 500 AZRV 24 setara TOTO Croos Handle Stop Valve Type TX 421 SC setara TOTO Single Lever shower Mixer Type TX 443 SRS setara TOTO Floor Paper Holder Type YH 116 setara TOTO Kran Air setara Sanei Kran Air setara Honda Tangki Stainless Steel Kapasitas 2000 liter Paving Block 10 x 20 Tbl. 6 Cm Paving Block 10 x 20 Tbl. 8 Cm Paving Block 10 x 20 Tbl. 10 Cm Paving Block 20 x 20 Tbl. 6 Cm Paving Block 20 x 20 Tbl. 8 Cm Paving Block 20 x 20 Tbl. 10 Cm Grass Blok Tbl. 10 cm 1 M1 KANSTEIN JUMBO (P :50, L:15, T: 30 CM ,K225) 1 M1 KANSTEIN SEGI LIMA JUMBO (P: 50, L :15, T: 40 CM K. 225) Buis beton 1/2 Diameter 30 cm Kaca Tempered 12 mm (Jumbo) Kaca Tempered 12 mm (Standar) Kaca Tempered 10 mm Kaca Bening 10 mm Kaca Bening 8 mm Kaca Bening 5 mm
Unit Unit unit Bh Bh Bh Unit Unit unit Bh Bh Bh m2 m2 m2 m2 m2 m2 m2 m1 m1 m' m2 m2 m2 m2 m2 m2
1 2 3 4 5 6 7 8 9 10 11
Bahan Style Bali Bata press 5x11x22 cm Batu tabas Karangasem 4x18x40 cm Batu tabas Karangasem 3x18x40 cm Batu tabas Karangasem 8x8x40 cm Ijuk Bali Ijuk Lampung Kayu Cepaka Balok 10x20 cm, 11x22 cm Kayu Cepaka Mbung (Papan Tarib) Kayu Cepaka Papan Kayu Merbau Balok 11x22 cm Kayu Merbau Balok 12x12 cm
bj m2 m2 m1 Kg Kg m3 m3 m3 m3 m3
N
HARGA (Rp.) 204,500.00 94,800.00 145,000.00 155,000.00 170,000.00 68,000.00 106,000.00 135,000.00 55,000.00 53,000.00 54,000.00 125,000.00 155,000.00 160,000.00 1,975.00 1,200.00 1,350.00 15,000.00 1,100,000.00 66,920.00 49,700.00 71,400.00 8,050.00 9,100.00 7,420.00 8,621.56 120,000.00 94,500.00 10,500.00 7,350.00 7,350.00 8,400.00 10,150.00 10,500.00 10,500.00 10,500.00 10,500.00 12,250.00 15,750.00 16,100.00 5,000,000.00 8,330,000.00 5,600,000.00 6,580,000.00 4,965,000.00 8,295,000.00 5,565,000.00 6,545,000.00 6,510,000.00
HARGA (Rp.) 840,000.00 2,940,000.00 2,450,000.00 385,000.00 198,380.00 210,000.00 3,080.00 7,000.00 3,150.00 7,700.00 121,660.00 96,950.00 82,110.00 59,500.00 43,015.00 27,650.00 31,500.00 26,600.00 44,800.00 71,820.00 8,295.00 11,060.00 47,600.00 237,300.00 247,800.00 226,100.00 235,200.00 249,200.00 193,200.00 201,600.00 147,700.00 162,400.00 273,000.00 198,800.00 201,250.00 185,500.00 194,600.00 171,500.00 44,450.00 45,500.00 45,850.00 46,900.00 47,950.00 945.00 51,450.00 52,500.00 42,000.00 43,750.00 41,300.00 840.00 52,500.00 54,250.00 49,000.00
HARGA (Rp.) 50,750.00 51,100.00 1,050.00 1,925.00 1,610.00 1,750.00 18,200.00 19,600.00 22,400.00 16,590.00 25,620.00 29,820.00 31,640.00 32,900.00 26,600.00 28,000.00 25,200.00 29,400.00 29,400.00 31,500.00 32,200.00 33,250.00 27,300.00 37,100.00 40,600.00 38,150.00 18,900.00 24,500.00 2,800.00 8,750.00 122,500.00 59,500.00 31,500.00 24,500.00 40,600.00 22,750.00 45,500.00 87,500.00 38,500.00 24,500.00 6,825.00 7,350.00 23,170.00 14,490.00 9,240.00 5,530.00 3,640.00 7,350.00 5,460.00 2,170.00 2,590.00 2,065.00 96,381.25
HARGA (Rp.) 120,190.00 78,960.00 61,810.00 46,252.50 31,745.00 15,977.50 11,217.50 7,770.00 5,985.00 50,295.00 26,162.50 19,267.50 12,530.00 9,730.00 6,090.00 2,905.00 3,780.00 455.00 455.00 6,440.00 45,500.00 45,500.00 52,500.00 63,000.00 70,000.00 140,000.00 157,500.00 210,000.00 192,500.00 45.50 52.50 329,000.00 194,040.00 59,500.00 462,000.00 315,000.00 448,000.00 245,000.00 70,000.00 84,000.00 91,000.00 168,000.00 224,000.00 14,000.00 19,600.00 45,500.00 17,500.00 19,250.00 45,500.00 3,129,000.00 3,213,000.00 4,147,500.00 4,423,776.00
HARGA (Rp.) 9,345,000.00 11,361,000.00 47,600.00 61,600.00 87,500.00 88,900.00 129,500.00 6,300.00 7,700.00 8,750.00 9,800.00 10,500.00 4,025,000.00 3,465,000.00 6,125,000.00 2,012,500.00 315,000.00 13,825.00 16,590.00 24,850.00 30,415.00 35,945.00 53,900.00 69,090.00 96,775.00 137,900.00 184,100.00 260,400.00 20,650.00 22,820.00 24,850.00 42,000.00 48,090.00 48,405.00 68,250.00 107,800.00 141,400.00 189,000.00 53,939.90 76,116.60 105,393.40 133,630.00 212,355.50 140,000.00 122,500.00 70,000.00 850,920.00 963,830.00 1,504,790.00 293,440.00 1,870,820.00 1,930,600.00 1,452,500.00 721,000.00
HARGA (Rp.) 625,100.00 1,365,000.00 1,229,200.00 246,400.00 64,050.00 175,000.00 315,000.00 455,000.00 175,000.00 31,500.00 29,750.00 7,000,000.00 56,700.00 58,100.00 60,200.00 57,750.00 59,150.00 61,250.00 36,750.00 36,750.00 27,650.00 34,300.00 365,400.00 315,000.00 192,500.00 137,900.00 68,600.00 39,900.00
1,750.00 245,000.00 227,500.00 227,500.00 4,725.00 4,200.00 8,341,666.67 4,200,000.00 10,500,000.00 13,300,000.00 16,100,000.00
DAFTAR ANALISA PEKERJAAN NO
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
1
2
3
4
I
PEKERJAAN PERSIAPAN
(SNI 03-2835-2002)
1 1 M1 PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 METER 1.2500 btg Bambu Sedang 2.5000 kg Semen Portland 1.2000 lbr Seng gelombang 3" - 5" 0.0050 m3 Pasir Beton 0.0090 m3 Koral beton 0.0720 m3 Kayu Meranti Usuk 5/7 0.0600 kg Paku biasa 2" - 5" 0.4500 kg Meni Besi 0.2000 oh Tukang Kayu 0.4000 oh Pekerja 0.0200 oh Kepala Tukang 0.0200 oh Mandor
2
1 M1 PENGUKURAN DAN PEMASANGAN BOWPLANK 0.0120 m3 Kayu Usuk Meranti 5/7 0.0200 kg Paku Biasa 2" - 5" 0.0070 m3 Kayu Papan Meranti 3/20 0.1000 oh Tukang Kayu 0.1000 oh Pekerja 0.0100 oh Kepala Tukang 0.0050 oh Mandor
7,700.00 1,100.00 46,200.00 155,000.00 170,000.00 2,450,000.00 10,150.00 22,400.00 82,800.00 73,600.00 82,000.00 102,500.00 Total :
16,560.00 29,440.00 1,640.00 2,050.00 49,690.00
840,000.00 10,150.00 840,000.00 82,800.00 73,600.00 82,000.00 102,500.00 Total :
8,280.00 7,360.00 820.00 512.50 16,972.50
385,000.00 840,000.00 10,150.00 7,420.00 1,100.00 145,000.00 155,000.00 170,000.00 1,200.00 45,430.00 15,500.00 39,900.00 96,250.00 57,750.00 82,800.00 78,200.00 73,600.00 77,900.00
165,600.00 78,200.00 147,200.00 23,370.00
3 1 M2 PEMBUATAN KANTOR SEMENTARA, DENGAN LANTAI PLESTERAN 1.2500 btg Dolken Kayu Ø 8 - 10/4m 0.1800 m3 Kayu Meranti 0.8500 kg Paku Biasa 2" - 5" 1.1000 kg Besi Strip 35.0000 kg Semen Portland 0.1500 m3 Pasir Pasang 0.1000 m3 Pasir Beton 0.1500 m3 Koral Beton 30.0000 bh Bata Merah 0.2500 lbr Seng Plat 2.0000 bh Jendela Nako 0.0800 m2 Kaca Polos 0.1500 bh Kunci Tanam 0.0600 lbr Plywood 4 mm 2.0000 oh Tukang Kayu 1.0000 oh Tukang Batu 2.0000 oh Pekerja 0.3000 oh Kepala Tukang
Page 14 of 167
NO
URAIAN
1
2
0.0500
4
5
6
7
8
oh Mandor
1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT-ALAT 1.7000 btg Bambu Sedang 0.2100 m3 Kayu Meranti 0.3000 kg Paku Biasa 2" - 5" 10.5000 kg Semen Portland 0.0300 m3 Pasir Beton 0.0500 m3 Koral Beton 1.5000 lbr Seng gelombang BJLS 28 2.0000 oh Tukang Kayu 1.0000 oh Pekerja 0.2000 oh Kepala Tukang 0.0500 oh Mandor 1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU 3.0000 btg Bambu Sedang 0.2760 m3 Kayu Meranti 0.7000 kg Paku biasa 2" - 5" 1.5000 lbr Seng gelombang BJLS 28 1.5000 oh Tukang Kayu 1.0000 oh Pekerja 0.1500 oh Kepala Tukang 0.0500 oh Mandor
1 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN 0.1000 oh Pekerja 0.0500 oh Mandor
1 M2 PEMBUATAN BEDENG BURUH 1.2500 btg Bambu Sedang 0.1860 m3 Kayu Meranti 0.3000 kg Paku Biasa 2" - 5" 18.0000 kg Semen Portland 0.0300 m3 Pasir Beton 0.0500 m3 Koral Beton 1.5000 lbr Seng gelombang BJLS 28 1.3500 lbr Plywood 4 mm 2.0000 oh Tukang Kayu 1.0000 oh Pekerja 0.2000 oh Kepala Tukang 0.0500 oh Mandor
1 M2 PEMBUATAN BAK ADUKAN UKURAN (40X50X20) CM 0.0360 m3 Kayu Terentang 0.0800 kg Paku Biasa 2" - 5" 1.0000 btg Kaso 5/7
Page 15 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
102,500.00 Total :
5,125.00 419,495.00
7,700.00 840,000.00 10,150.00 1,100.00 155,000.00 170,000.00 40,800.00 82,800.00 73,600.00 82,000.00 102,500.00 Total :
165,600.00 73,600.00 16,400.00 5,125.00 260,725.00
7,700.00 840,000.00 10,150.00 40,800.00 82,800.00 73,600.00 82,000.00 102,500.00 Total :
124,200.00 73,600.00 12,300.00 5,125.00 215,225.00
73,600.00 102,500.00 Total :
7,360.00 5,125.00 12,485.00
7,700.00 840,000.00 10,150.00 1,100.00 155,000.00 170,000.00 40,800.00 57,750.00 82,800.00 73,600.00 82,000.00 102,500.00 Total :
165,600.00 73,600.00 16,400.00 5,125.00 260,725.00
840,000.00 10,150.00 37,700.00
NO
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
82,800.00 102,500.00 Total :
24,840.00 153.75 24,993.75
1
0.3000 0.0015
9
oh Tukang kayu oh Mandor
1 M2 PEMBUATAN STEGGER DARI BAMBU 1.0000 btg Bambu 0.2500 kg Tali Ijuk 0.0170 oh Tukang Kayu 0.0020 oh Pekerja 0.2500 oh Kepala Tukang 0.0130 oh Mandor
7,700.00 34,600.00 82,800.00 73,600.00 82,000.00 102,500.00
10 1 M2 PEMBUATAN JALAN SEMENTARA 0.1500 m3 Batu Kali / Batu Bulat 15/20 0.0900 m3 Batu Pecah 5 - 7 0.0100 m3 Pasir Pasang 1.0000 oh Pekerja 0.0500 oh Mandor
11
1 M3 BONGKARAN BETON BERTULANG 6.6670 oh Pekerja 0.3330 oh Mandor
12 1 M3 BONGKARAN DINDING TEMBOK BATA MERAH 6.6670 oh Pekerja 0.0330 oh Mandor
II
PEKERJAAN TANAH 1
2
3
4
1,407.60 147.20 20,500.00 1,332.50 23,387.30
204,500.00 185,000.00 145,000.00 73,600.00 102,500.00 Total :
73,600.00 5,125.00 78,725.00
73,600.00 102,500.00 Total :
490,691.20 34,132.50 524,823.70
73,600.00 102,500.00 Total :
490,691.20 3,382.50 494,073.70
73,600.00 102,500.00 Total :
55,200.00 2,562.50 57,762.50
73,600.00 102,500.00 Total :
66,240.00 4,612.50 70,852.50
73,600.00 102,500.00 Total :
77,280.00 6,867.50 84,147.50
73,600.00 102,500.00 Total :
73,600.00 3,280.00 76,880.00
(SNI 2835 : 2008)
1 M3 GALIAN TANAH BIASA DALAM 1 METER 0.7500 oh Pekerja 0.0250 oh Mandor 1 M3 GALIAN TANAH BIASA DALAM 2 METER 0.9000 oh Pekerja 0.0450 oh Mandor
1 M3 GALIAN TANAH BIASA DALAM 3 METER 1.0500 oh Pekerja 0.0670 oh Mandor
1 M3 GALIAN TANAH KERAS DALAM 1METER 1.0000 oh Pekerja 0.0320 oh Mandor
Page 16 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
5
6
1 M3 GALIAN TANAH CADAS DALAM 1 METER 1.5000 oh Pekerja 0.0600 oh Mandor
1 M3 GALIAN TANAH LUMPUR DALAM 1 METER 1.2000 oh Pekerja 0.0450 oh Mandor
6A 1 M3 GALIAN TANAH DENGAN ALAT BERAT 0.0760 jam Excavator 0.2260 oh Pekerja 0.0070 oh Mandor
7
8
1 M2 PEKERJAAN STRIPPING SETINGGI 1 METER 0.0500 oh Pekerja 0.0050 oh Mandor
1 M3 PEMBUANGAN TANAH SEJAUH 15 METER 0.3300 oh Pekerja 0.0100 oh Mandor
8A 1 M3 PEMBUANGAN TANAH KELUAR PROYEK DENGAN ALAT BERAT 0.0740 jam Dumptruk 0.2260 oh Pekerja 0.0070 oh Mandor
9
4
73,600.00 102,500.00 Total :
110,400.00 6,150.00 116,550.00
73,600.00 102,500.00 Total :
88,320.00 4,612.50 92,932.50
150,000.00 73,600.00 102,500.00 Total :
11,400.00 16,633.60 717.50 28,751.10
73,600.00 102,500.00 Total :
3,680.00 512.50 4,192.50
73,600.00 102,500.00 Total :
24,288.00 1,025.00 25,313.00
150,000.00 73,600.00 102,500.00 Total :
16,633.60 717.50 17,351.10
73,600.00 102,500.00 Total :
36,800.00 5,125.00 41,925.00
94,800.00 73,600.00 102,500.00 Total :
22,080.00 1,025.00 23,105.00
11,600.00 73,600.00
11,040.00
1 M3 URUGAN KEMBALI Mengurug Kembali 1 m3 galian dihitung dari 1/3 kali dari indeks pekerjaan galian
10 1 M3 PEMADATAN TANAH ( Per 20 Cm ) 0.5000 oh Pekerja 0.0500 oh Mandor
11
HARGA UPAH (Rp)
1 M3 URUGAN PASIR 1.2000 m3 Pasir Urug 0.3000 oh Pekerja 0.0100 oh Mandor
12 1 M3 PEMASANGAN LAPISAN IJUK TEBAL 10 CM 6.0000 m3 Ijuk 0.1500 oh Pekerja
Page 17 of 167
NO
URAIAN
1
2
0.0150
oh Mandor
13 1 M3 URUGAN SIRTU PADAT Untuk Peninggian Lantai Bangunan 1.2000 m3 Sirtu 0.2500 oh Pekerja 0.0250 oh Mandor
14 1 M3 URUGAN TANAH PILIHAN DIPADATKAN 1.2000 m3 Tanah Urug 0.5000 oh Pekerja 0.0500 oh Mandor 15 1 M3 URUGAN LIMESTONE PADAT 1.2000 m3 Limestone 0.2500 oh Pekerja 0.0250 oh Mandor
III
PEKERJAAN PONDASI
1
2
3
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
102,500.00 Total :
1,537.50 12,577.50
135,000.00 73,600.00 102,500.00 Total :
18,400.00 2,562.50 20,962.50
68,000.00 73,600.00 102,500.00 Total :
36,800.00 5,125.00 41,925.00
106,000.00 73,600.00 102,500.00 Total :
18,400.00 2,562.50 20,962.50
204,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
110,400.00 58,650.00 5,842.50 7,687.50 182,580.00
204,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
110,400.00 58,650.00 5,842.50 7,687.50 182,580.00
204,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
110,400.00 58,650.00 5,842.50 7,687.50
(SNI 2836 : 2008)
1 M3 BATU KALI CAMP. 1 PC : 3 PS 1.2000 m3 Batu Kali / Batu Bulat 15/20 202.0000 kg Semen Portland 0.4850 m3 Pasir Pasang 1.5000 oh Pekerja 0.7500 oh Tukang Batu 0.0750 oh Kepala Tukang 0.0750 oh Mandor
1 M3 BATU KALI CAMP. 1 PC : 4 PS 1.2000 m3 Batu Kali / Batu Bulat 15/20 163.0000 kg Semen Portland 0.5200 m3 Pasir Pasang 1.5000 oh Pekerja 0.7500 oh Tukang Batu 0.0750 oh Kepala Tukang 0.0750 oh Mandor
1 M3 BATU KALI CAMP. 1 PC : 5 PS 1.2000 m3 Batu Kali / Batu Bulat 15/20 136.0000 kg Semen Portland 0.5440 m3 Pasir Pasang 1.5000 oh Pekerja 0.7500 oh Tukang Batu 0.0750 oh Kepala Tukang 0.0750 oh Mandor
Page 18 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
4
5
6
7
8
1 M3 BATU KALI CAMP. 1 PC : 6 PS 1.2000 m3 Batu Kali / Batu Bulat 15/20 117.0000 kg Semen Portland 0.5610 m3 Pasir Pasang 1.5000 oh Pekerja 0.7500 oh Tukang Batu 0.0750 oh Kepala Tukang 0.0750 oh Mandor
1 M3 BATU KALI CAMP. 1 PC : 8 PS 1.2000 m3 Batu Kali / Batu Bulat 15/20 91.0000 kg Semen Portland 0.5840 m3 Pasir Pasang 1.5000 oh Pekerja 0.7500 oh Tukang Batu 0.0750 oh Kepala Tukang 0.0750 oh Mandor
1 M3 PASANGAN PONDASI SIKLOP, 40% BATU KALI 0.4800 m3 Batu Kali / Batu Bulat 15/20 194.0000 kg Semen Portland 0.3120 m3 Pasir Beton 0.4680 m3 Koral Beton 126.0000 kg Besi Beton 1.8000 kg Kawat Beton 3.4000 oh Pekerja 0.8500 oh Tukang Batu 0.0850 oh Kepala Tukang 0.1700 oh Mandor
1 M3 PASANGAN PONDASI SUMURAN DIAMETER 1 M 0.4500 m3 Batu Kali / Batu Bulat 15/20 194.0000 kg Semen Portland 0.3120 m3 Pasir Beton 0.4680 m3 Koral Beton 2.4000 oh Pekerja 0.8000 oh Tukang Batu 0.0800 oh Kepala Tukang 0.1190 oh Mandor
1 M3 PASANGAN BATU KOSONG 1.2000 m3 Batu Kali / Batu Bulat 15/20 15/20 0.4320 m3 Pasir Urug 0.7800 oh Pekerja 0.3900 oh Tukang Batu
Page 19 of 167
HARGA UPAH (Rp) 4
Total :
182,580.00
204,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
110,400.00 58,650.00 5,842.50 7,687.50 182,580.00
204,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
110,400.00 58,650.00 5,842.50 7,687.50 182,580.00
204,500.00 1,100.00 155,000.00 170,000.00 7,420.00 94,500.00 73,600.00 78,200.00 77,900.00 102,500.00
250,240.00 66,470.00 6,621.50 17,425.00 340,756.50
204,500.00 1,100.00 155,000.00 170,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
176,640.00 62,560.00 6,232.00 12,197.50 257,629.50
204,500.00 94,800.00 73,600.00 78,200.00
57,408.00 30,498.00
NO 1
0.0390 0.0390
IV
2
3
4
5
HARGA UPAH (Rp)
2
3
4
77,900.00 102,500.00 Total :
3,038.10 3,997.50 94,941.60
oh Kepala Tukang oh Mandor
PEKERJAAN DINDING 1
URAIAN
HARGA SATUAN (Rp)
(SNI 6897 : 2008)
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 2 PS 140.0000 bh Bata Merah 5 x 11 x 22 cm 43.5000 kg Semen Portland 0.0800 m3 Pasir Pasang 0.6000 oh Pekerja 0.2000 oh Tukang Batu 0.0200 oh Kepala Tukang 0.0300 oh Mandor
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 3 PS 140.0000 bh Bata Merah 5 x 11 x 22 cm 32.9500 kg Semen Portland 0.0910 m3 Pasir Pasang 0.6000 oh Pekerja 0.2000 oh Tukang Batu 0.0200 oh Kepala Tukang 0.0300 oh Mandor
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 4 PS 140.0000 bh Bata Merah 5 x 11 x 22 cm 26.5500 kg Semen Portland 0.0930 m3 Pasir Pasang 0.6000 oh Pekerja 0.2000 oh Tukang Batu 0.0200 oh Kepala Tukang 0.0300 oh Mandor
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 5 PS 140.0000 bh Bata Merah 5 x 11 x 22 cm 22.2000 kg Semen Portland 0.1020 m3 Pasir Pasang 0.6000 oh Pekerja 0.2000 oh Tukang Batu 0.0200 oh Kepala Tukang 0.0300 oh Mandor
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 6 PS 140.0000 bh Bata Merah 5 x 11 x 22 cm 18.5000 kg Semen Portland 0.1220 m3 Pasir Pasang 0.6000 oh Pekerja
1,200.00 1,100.00 145,000.00 73,600.00
Page 20 of 167
44,160.00 15,640.00 1,558.00 3,075.00 64,433.00
44,160.00 15,640.00 1,558.00 3,075.00 64,433.00
44,160.00 15,640.00 1,558.00 3,075.00 64,433.00
44,160.00 15,640.00 1,558.00 3,075.00 64,433.00
44,160.00
NO 1
0.2000 0.0200 0.0300
6
7
8
9
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
78,200.00 77,900.00 102,500.00
15,640.00 1,558.00 3,075.00 64,433.00
oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 2 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 18.9500 kg Semen Portland 0.0380 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 3 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 14.3700 kg Semen Portland 0.0400 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 4 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 11.5000 kg Semen Portland 0.0430 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 5 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 9.6800 kg Semen Portland 0.0450 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
10 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 6 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 8.3200 kg Semen Portland 0.0490 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang
Page 21 of 167
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00
22,080.00 7,820.00 779.00
NO
URAIAN
1
2
0.0150
11
oh Mandor
1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 8 PS 70.0000 bh Bata Merah 5 x 11 x 22 cm 6.5000 kg Semen Portland 0.0500 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
12 1 M2 PASANGAN DINDING HOLLOWBLOCK (HB. 10) 12.5000 bh Batako 7.5000 kg Semen Portland 0.0270 m3 Pasir Pasang 1.9500 kg Besi Beton 8 mm 0.3200 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
13 1 M2 PASANGAN DINDING HOLLOWBLOCK (HB. 10) TANPA BESI 12.5000 m3 Bata Ringan 100x200x600 7.5000 kg Semen Portland 0.0270 m3 Pasir Pasang 0.3200 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
13A 1 M2 PASANGAN BATA RINGAN TEBAL 10 CM 0.1030 m3 Bata Ringan tbl. 10 cm 0.1020 zak MU-380 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
13A 1 M2 PASANGAN BATA RINGAN TEBAL 12,5 CM 0.1311 m3 Bata Ringan tbl. 12,5 cm 0.1020 zak MU-380 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
Page 22 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
102,500.00 Total :
1,537.50 32,216.50
1,200.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,975.00 1,100.00 145,000.00 7,420.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
23,552.00 7,820.00 779.00 1,537.50 33,688.50
1,975.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
23,552.00 7,820.00 779.00 1,537.50 33,688.50
1,100,000.00 125,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
1,100,000.00 125,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
4
38,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 7,820.00 779.00 1,537.50 32,216.50
23,000.00 6,545,000.00 10,150.00 5,600,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 4,140.00 410.00 205.00 12,115.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
14 1 M2 PASANGAN DINDING Terawang/Roster (12 x 11 x 24) CM 30.0000 bh Roster Keramik 11.0000 kg Semen Portland 0.0350 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang 0.0150 oh Mandor
15 1 M2 PASANGAN DINDING BEDEG, RANGKA KAYU 1.5000 m2 Bedeg/Bilik Bambu Kelas I 0.0140 m3 Kayu kamper usuk/reng 0.0120 kg Paku Biasa 0.0030 m3 List Kayu 2/4 0.1000 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0020 oh Mandor
V
PEKERJAAN PLESTERAN 1
2
3
4
HARGA UPAH (Rp)
(SNI 2837 : 2008)
1 M2 PLESTERAN 15.5040 0.0160 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 1 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 10.2240 0.0200 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 2 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 7.7760 0.0230 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 3 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN CAMP. 1 PC : 4 PS TEBAL 15 MM
Page 23 of 167
NO 1
6.2400 0.0240 0.3000 0.1500 0.0150 0.0150
5
6
7
8
9
kg m3 oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
29,440.00 15,640.00 1,558.00 2,255.00 48,893.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
29,440.00 15,640.00 1,558.00 2,255.00
Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Mandor
1 M2 PLESTERAN 5.1840 0.0260 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 5 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 4.4160 0.0270 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 6 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 3.4560 0.0290 0.3000 0.1500 0.0150 0.0150
CAMP. 1 PC : 8 PS TEBAL 15 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 13.6320 0.0270 0.4000 0.2000 0.0200 0.0220
CAMP. 1 PC : 2 PS TEBAL 20 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
1 M2 PLESTERAN 10.3680 0.0310 0.4000 0.2000 0.0200 0.0220
CAMP. 1 PC : 3 PS TEBAL 20 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
Page 24 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
10 1 M2 PLESTERAN 8.3200 0.0320 0.4000 0.2000 0.0200 0.0220
CAMP. 1 PC : 4 PS TEBAL 20 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
11
1 M2 PLESTERAN 6.9120 0.0350 0.4000 0.2000 0.0200 0.0220
CAMP. 1 PC : 5 PS TEBAL 20 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
12 1 M2 PLESTERAN 5.8880 0.0360 0.4000 0.2000 0.0200 0.0220
CAMP. 1 PC : 6 PS TEBAL 20 MM kg Semen Portland m3 Pasir Pasang oh Pekerja oh Tukang Batu oh Kepala Tukang oh Mandor
13 1 M2 PLESTERAN SKONING 1 PC : 2 PS, TEBAL 10 MM 0.5000 kg Semen Portland 0.0130 m3 Pasir Pasang 0.0800 oh Pekerja 0.4000 oh Tukang Batu 0.0400 oh Kepala Tukang 0.0040 oh Mandor
13A 1 M2 PLESTERAN DENGAN SEMEN INSTAN 0.4170 zak MU-301 0.2000 oh Pekerja 0.1500 oh Tukang Batu 0.0150 oh Kepala Tukang 0.0150 oh Mandor
14 1 M2 PLESTERAN CIPRAT 1 PC : 2 PS 4.3200 kg Semen Portland 0.0060 m3 Pasir Pasang 0.3000 oh Pekerja 0.1000 oh Tukang Batu 0.0100 oh Kepala Tukang
Page 25 of 167
HARGA UPAH (Rp) 4
Total :
48,893.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
29,440.00 15,640.00 1,558.00 2,255.00 48,893.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
29,440.00 15,640.00 1,558.00 2,255.00 48,893.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
29,440.00 15,640.00 1,558.00 2,255.00 48,893.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
5,888.00 31,280.00 3,116.00 410.00 40,694.00
155,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
14,720.00 11,730.00 1,168.50 1,537.50 29,156.00
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00
22,080.00 7,820.00 779.00
NO
URAIAN
1
2
0.0150
oh Mandor
15 1 M2 FINISHING SIAR PASANGAN DINDING BATA MERAH (=20 M') 3.1080 kg Semen Portland 0.1500 oh Pekerja 0.0750 oh Tukang Batu 0.0080 oh Kepala Tukang 0.0080 oh Mandor
16 1 M2 FINISHING SIAR PASANGAN DINDING CONBLOCK EKSPOSE (= 8 M') 1.6000 kg Semen Portland 0.0700 oh Pekerja 0.0350 oh Tukang Batu 0.0040 oh Kepala Tukang 0.0040 oh Mandor
17 1 M2 FINISHING SIAR PASANGAN BATU KALI ADUKAN 1PC : 2 PS 6.3400 kg Semen Portland 0.0120 m3 Pasir Pasang 0.3000 oh Pekerja 0.1500 oh Tukang Batu 0.0150 oh Kepala Tukang 0.0150 oh Mandor
18 1 M2 PEKERJAAN ACIAN 3.2500 zak Semen Portland 50 Kg 0.2000 oh Pekerja 0.1000 oh Tukang Labur/Cat 0.0100 oh Kepala Tukang 0.0100 oh Mandor
18A 1 M2 PEKERJAAN ACIAN DENGAN SEMEN INSTAN 0.0500 zak MU-200 0.2000 oh Pekerja 0.1000 oh Tukang Labur/Cat 0.0100 oh Kepala Tukang 0.0100 oh Mandor
VI
PEKERJAAN KAYU
(SNI 3434 : 2008)
Page 26 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
102,500.00 Total :
1,537.50 32,216.50
1,100.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
11,040.00 5,865.00 623.20 820.00 18,348.20
1,100.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
5,152.00 2,737.00 311.60 410.00 8,610.60
1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
22,080.00 11,730.00 1,168.50 1,537.50 36,516.00
1,100.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
14,720.00 7,820.00 779.00 1,025.00 24,344.00
160,000.00 78,200.00 78,200.00 77,900.00 102,500.00 Total :
15,640.00 7,820.00 779.00 1,025.00 25,264.00
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
1
MEMBUAT DAN MEMASANG 1 M3 KUSEN PINTU DAN JENDELA KAYU KELAS I 1.1000 m3 Balok Kayu Merbau 1.2500 Kg Paku 10 Cm 1.0000 Kg Lem Kayu 7.0000 oh Pekerja 21.0000 oh Tukang Kayu 2.1000 oh Kepala Tukang 0.3500 oh Mandor
2
3
MEMBUAT DAN MEMASANG 1 M3 KUSEN PINTU DAN JENDELA KAYU KELAS II/III 1.2000 m3 Balok Kayu kruing 1.2500 Kg Paku 10 Cm 1.0000 Kg Lem Kayu 6.0000 oh Pekerja 18.0000 oh Tukang Kayu 1.8000 oh Kepala Tukang 0.3000 oh Mandor
MEMBUAT DAN MEMASANG 1 M2 PINTU KLAMP STANDAR KAYU KELAS II 0.0400 m3 Papan Kayu Kamper 0.0500 Kg Paku 5-7 Cm 0.3500 oh Pekerja 1.0500 oh Tukang Kayu 0.1050 oh Kepala Tukang 0.0180 oh Mandor
HARGA UPAH (Rp) 4
5,600,000.00 10,150.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
515,200.00 1,738,800.00 172,200.00 35,875.00 2,462,075.00
2,940,000.00 10,150.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
441,600.00 1,490,400.00 147,600.00 30,750.00 2,110,350.00
5,565,000.00 10,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
25,760.00 86,940.00 8,610.00 1,845.00 123,155.00
2,940,000.00 10,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
25,760.00 86,940.00 8,610.00 1,845.00 123,155.00
4,965,000.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
73,600.00 248,400.00 24,600.00 5,125.00 351,725.00
4 MEMBUAT DAN MEMASANG 1 M2 PINTU KLAMP SEDERHANA KAYU KELAS III 0.0400 m3 Papan Kayu Kruing 0.0500 Kg Paku 5-7 Cm 0.3500 oh Pekerja 1.0500 oh Tukang Kayu 0.1050 oh Kepala Tukang 0.0180 oh Mandor
5
MEMBUAT DAN MEMASANG 1 M2 DAUN PINTU PANEL KAYU KELAS I/II 0.0400 0.5000 1.0000 3.0000 0.3000 0.0500
m3 Kg oh oh oh oh
Papan Kayu Merbau Lem Kayu Pekerja Tukang Kayu Kepala Tukang Mandor
Page 27 of 167
NO 1
6
8
2
3
4
m3 m2 Kg oh oh oh oh
Papan Kayu Merbau Kaca Bening 3 mm Lem Kayu Pekerja Tukang Kayu Kepala Tukang Mandor
MEMBUAT DAN MEMASANG 1 M2 PINTU DAN JENDELA JALUSI, KAYU KELAS I/II 0.0640 m3 Papan Kayu Kamper 0.5000 Kg Lem Kayu 1.0000 oh Pekerja 3.0000 oh Tukang Kayu 0.3000 oh Kepala Tukang 0.0500 oh Mandor
4,965,000.00 39,900.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
58,880.00 198,720.00 19,680.00 4,100.00 281,380.00
5,565,000.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
73,600.00 248,400.00 24,600.00 5,125.00 351,725.00
5,565,000.00 10,500.00 12,500.00 46,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
73,600.00 248,400.00 24,600.00 5,125.00 351,725.00
5,565,000.00 10,500.00 12,500.00 46,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
58,880.00 198,720.00 19,680.00 4,100.00 281,380.00
4,965,000.00 10,500.00 73,600.00 82,800.00 82,000.00 102,500.00
49,312.00 165,600.00 16,400.00 34,337.50
MEMBUAT 1 M2 DAUN PINTU PLYWOOD RANGKAP RANGKA TERTUTUP, KAYU KELAS II (Lebar Sampai 90 Cm) 0.0250 0.0300 0.5000 1.0000 1.0000 3.0000 0.3000 0.0500
9
HARGA UPAH (Rp)
MEMBUAT DAN MEMASANG 1 M2 DAUN PINTU DAN JENDELA KACA, KAYU KELAS I/II 0.0240 1.0000 0.3000 0.8000 2.4000 0.2400 0.0400
7
URAIAN
HARGA SATUAN (Rp)
m3 Kg Kg Lbr oh oh oh oh
Papan Kayu Kamper Paku 1-2,5 Cm Lem Kayu Plywood 4 mm Pekerja Tukang Kayu Kepala Tukang Mandor
MEMBUAT 1 M2 DAUN PINTU PLYWOOD RANGKAP RANGKA EXPOSE, KAYU KELAS I/II 0.0256 m3 Papan Kayu Kamper 0.0300 Kg Paku 1-2,5 Cm 0.5000 Kg Lem Kayu 1.0000 Lbr Plywood 4 mm 0.8000 oh Pekerja 2.4000 oh Tukang Kayu 0.2400 oh Kepala Tukang 0.0400 oh Mandor
10 MEMASANG 1 M2 JALUSI/KREPYAK KUSEN, KAYU KELAS I/II 0.0600 0.1500 0.6700 2.0000 0.2000 0.3350
m3 Kg oh oh oh oh
Papan Kayu Merbau Paku 1-2,5 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
Page 28 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
11
HARGA UPAH (Rp) 4
Total :
265,649.50
4,965,000.00 10,500.00 12,500.00 27,650.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
58,880.00 198,720.00 19,680.00 4,100.00 281,380.00
4,965,000.00 10,500.00 12,500.00 27,650.00 73,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
58,880.00 198,720.00 19,680.00 4,100.00 281,380.00
MEMBUAT 1 M2 TEAKWOOD RANGKAP RANGKA EXPOSE, KAYU KELAS I 0.0256 0.0300 0.5000 1.0000 0.8000 2.4000 0.2400 0.0400
m3 Kg Kg Lbr oh oh oh oh
Papan Kayu Merbau Paku 1-2,5 Cm Lem Kayu Teakwood 4 mm uk 90x220 cm Pekerja Tukang Kayu Kepala Tukang Mandor
12 MEMBUAT 1 M2 TEAKWOOD RANGKAP LAPIS FORMIKA RANGKA EXPOSE, KAYU KELAS II 0.0250 m3 Papan Kayu Merbau 0.0300 Kg Paku 1-2,5 Cm 0.8000 Kg Lem Kayu 1.0000 Lbr Teakwood 4 mm uk 90x220 cm 0.5000 Lbr Formika 0.8000 oh Pekerja 2.4000 oh Tukang Kayu 0.2400 oh Kepala Tukang 0.0400 oh Mandor
12A MEMBUAT DAN MEMASANG 1 UNIT KUSEN DAN PINTU CUBICAL UNTUK TOILET 1.0000 unit Kusen dan Pintu Cubical untuk Toilet 1.0000 ls Ongkos Pasang 13 MEMASANG 1 M3 KONSTRUKSI KUDA-KUDA KONVENSIONAL, KAYU KELAS I,II,III Bentang 6 M' 1.1000 m3 Balok Kayu Kamper 15.0000 Kg Besi Strip Tebal 5 cm 5.6000 Kg Paku 12 Cm 4.0000 oh Pekerja 12.0000 oh Tukang Kayu 1.2000 oh Kepala Tukang 0.2000 oh Mandor
450,000.00 125,000.00 Total :
5,600,000.00 7,800.00 8,400.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
294,400.00 993,600.00 98,400.00 20,500.00 1,406,900.00
5,600,000.00 7,800.00 8,400.00 73,600.00 82,800.00 82,000.00 102,500.00
493,120.00 1,664,280.00 164,820.00 34,337.50
14 MEMASANG 1 M3 KONSTRUKSI KUDA-KUDA EXPOSE, KAYU KELAS I 1.2000 15.0000 5.6000 6.7000 20.1000 2.0100 0.3350
m3 Kg Kg oh oh oh oh
Balok Kayu Kamper Besi Strip Tebal 5 cm Paku 12 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
Page 29 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
HARGA UPAH (Rp) 4
Total :
2,356,557.50
5,600,000.00 7,800.00 8,400.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
176,640.00 596,160.00 59,040.00 12,300.00 844,140.00
6,545,000.00 6,510,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 8,280.00 820.00 512.50 16,972.50
6,545,000.00 6,510,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 8,280.00 820.00 512.50 16,972.50
5,600,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
8,832.00 9,936.00 984.00 615.00 20,367.00
6,545,000.00 10,150.00 73,600.00
11,040.00
15 MEMASANG 1 M3 KONSTRUKSI GORDENG, KAYU KELAS II 1.1000 15.0000 3.0000 2.4000 7.2000 0.7200 0.1200
m3 Kg Kg oh oh oh oh
Balok Kayu Kamper Besi Strip Tebal 5 cm Paku 12 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
16 MEMASANG 1 M2 RANGKA ATAP GENTENG KERAMIK, KAYU KELAS II 0.0140 0.0036 0.2500 0.1000 0.1000 0.0100 0.0050
m3 m3 Kg oh oh oh oh
Kaso-Kaso ( 5 x 7 ) Cm Reng ( 2 x 3 ) Cm Paku 5 Cm dan 10 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
17 MEMASANG 1 M2 RANGKA ATAP GENTENG BETON, KAYU KELAS II 0.0140 0.0072 0.2500 0.1000 0.1000 0.0100 0.0050
m3 m3 Kg oh oh oh oh
Kaso-Kaso ( 5 x 7 ) Cm Reng ( 2 x 3 ) Cm Paku 5 Cm dan 10 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
18 MEMASANG 1 M2 RANGKA ATAP SIRAP, KAYU KELAS II 0.1650 0.2000 0.1200 0.1200 0.0120 0.0060
m3 Kg oh oh oh oh
Balok Kayu Kamper Paku 5 Cm dan 10 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
19 MEMASANG 1 M2 RANGKA LANGIT-LANGIT (50 X 100), KAYU KELAS II/III 0.0154 0.2000 0.1500
m3 Kaso-Kaso ( 5 x 7 ) Cm Kg Paku 7 Cm dan 10 Cm oh Pekerja
Page 30 of 167
NO 1
0.3000 0.0300 0.0750
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
82,800.00 82,000.00 102,500.00 Total :
24,840.00 2,460.00 7,687.50 46,027.50
6,545,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
14,720.00 24,840.00 2,460.00 1,025.00 43,045.00
5,565,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 16,560.00 1,640.00 512.50 26,072.50
5,565,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 16,560.00 1,640.00 512.50 26,072.50
5,565,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 16,560.00 1,640.00 512.50 26,072.50
5,565,000.00 10,150.00 73,600.00
7,360.00
oh Tukang Kayu oh Kepala Tukang oh Mandor
20 MEMASANG 1 M2 RANGKA LANGIT-LANGIT (60 X 60) CM, KAYU KELAS II/III 0.0163 0.2500 0.2000 0.3000 0.0300 0.0100
m3 Kg oh oh oh oh
Kaso-Kaso ( 5 x 7 ) Cm Paku 7 Cm dan 10 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
21 MEMASANG 1 M' LISPLANK UKURAN (2.5 X 19) CM, KAYU KELAS I/II 0.0060 0.1000 0.1000 0.2000 0.0200 0.0050
m3 Kg oh oh oh oh
Papan Kayu Kamper Paku 5 Cm dan 7 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
22 MEMASANG 1 M' LISPLANK UKURAN (2.5 X 14) CM, KAYU KELAS I/II 0.0040 0.0500 0.1000 0.2000 0.0200 0.0050
m3 Kg oh oh oh oh
Papan Kayu Kamper Paku 5 Cm dan 7 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
22.A MEMASANG 1 M' LISPLANK UKURAN (2.5 X 12) CM, KAYU KELAS I/II 0.0030 0.0500 0.1000 0.2000 0.0200 0.0050
m3 Kg oh oh oh oh
Papan Kayu Kamper Paku 5 Cm dan 7 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
22.B MEMASANG 1 M' LISPLANK UKURAN (2.5 X 9) CM, KAYU KELAS I/II 0.0030 0.0500 0.1000
m3 Papan Kayu Kamper Kg Paku 5 Cm dan 7 Cm oh Pekerja
Page 31 of 167
NO 1
0.2000 0.0200 0.0050
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
82,800.00 82,000.00 102,500.00 Total :
16,560.00 1,640.00 512.50 26,072.50
17,500.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 16,560.00 1,640.00 512.50 26,072.50
5,600,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 37,260.00 3,690.00 820.00 52,810.00
5,600,000.00 10,150.00 27,650.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 37,260.00 3,690.00 820.00 52,810.00
5,600,000.00 10,150.00 27,650.00 12,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
14,720.00 49,680.00 4,920.00 1,025.00 70,345.00
oh Tukang Kayu oh Kepala Tukang oh Mandor
22C MEMASANG 1 M' LISPLANK KAYU SEMEN 1.0500 0.0500 0.1000 0.2000 0.0200 0.0050
23
m1 Kg oh oh oh oh
Kayu semen Eave 9 (235 mm x 3050 mm x 14 mm) Paku 5 Cm dan 7 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
MEMASANG 1 M2 RANGKA DINDING PEMISAH (60 X 120) CM, KAYU KELAS II/III 0.0280 0.1500 0.1500 0.4500 0.0450 0.0080
m3 Kg oh oh oh oh
Balok Kayu Kamper Paku 5 Cm dan 7 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
24 MEMASANG 1 M2 RANGKA DINDING PEMISAH TEAKWOOD RANGKAP, RANGKA KAYU KELAS II 0.0280 0.1500 0.8600 0.5600 0.1500 0.4500 0.0450 0.0080
m3 Kg Lbr Kg oh oh oh oh
Balok Kayu Kamper Paku 5 Cm dan 7 Cm Teakwood 4 mm uk 90x220 cm Lem Kayu Pekerja Tukang Kayu Kepala Tukang Mandor
25 MEMASANG 1 M2 RANGKA DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KELAS II 0.0280 0.1500 0.8600 0.5600 0.2000 0.6000 0.0600 0.0100
m3 Kg Lbr Kg oh oh oh oh
Balok Kayu Kamper Paku 5 Cm dan 7 Cm Plywood tebal 4 mm uk 120 x 240 cm Lem Kayu Pekerja Tukang Kayu Kepala Tukang Mandor
Page 32 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
HARGA UPAH (Rp) 4
26 MEMASANG 1 M2 LAMBRIZIRING DARI PAPAN KAYU KELAS I 0.0070 0.1000 0.1500 0.6000 1.8000 0.1800 0.0300
m3 Kg Kg oh oh oh oh
Papan Kayu Kamper Paku 5 Cm dan 10 Cm Paku Skrup 10 cm Pekerja Tukang Kayu Kepala Tukang Mandor
5,565,000.00 10,150.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
44,160.00 149,040.00 14,760.00 3,075.00 211,035.00
46,200.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
1,840.00 6,210.00 656.00 102.50 8,808.50
27 MEMASANG 1 M2 LAMBRIZIRING DARI PLYWOOD UKURAN (120 X 240) CM 0.4000 0.0500 0.0250 0.0750 0.0080 0.0010
VII 1
MEMBUAT 1 M³ BETON MUTU f'C= 7,4 Mpa (K100), Slump (12 ± 2)cm, w/c = 0,87 kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
MEMBUAT 1 M³ BETON MUTU f'C= 9,8 Mpa (K125), Slump (12 ± 2)cm, w/c = 0,78 276.0000 828.0000 1,012.0000
215.0000 1.6500 0.2750 0.0280 0.0830
3
Plywood tebal 4 mm uk 120 x 240 cm Paku 1 Cm dan 2.5 Cm Pekerja Tukang Kayu Kepala Tukang Mandor
PEKERJAAN BETON ( SNI 7394:2008) 247.0000 869.0000 999.0000 215.0000 1.6500 0.2750 0.0280 0.0830
2
Lbr Kg oh oh oh oh
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00
121,440.00 21,505.00
MEMBUAT 1 M³ BETON MUTU f'C= 12,2 Mpa (K150), Slump (12 ± 2)cm, w/c = 0,72 299.0000 799.0000 1,017.0000
215.0000 1.6500 0.2750
kg kg kg lt oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu
Page 33 of 167
NO 1
0.0280 0.0830
4
1,029.0000
215.0000 1.6500 0.2750 0.0280 0.0830
1,031.0000
215.0000 1.6500 0.2750 0.0280 0.0830
1,047.0000
215.0000 1.6500 0.2750 0.0280 0.0830
4
77,900.00 102,500.00 Total :
2,181.20 8,507.50 153,633.70
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00
121,440.00
MEMBUAT 1 M³ BETON MUTU f'C= 21,7 Mpa (K250), Slump (12 ± 2)cm, w/c =0,56 384.0000 692.0000 1,039.0000
215.0000 1.6500 0.2750 0.0280 0.0830 8
3
MEMBUAT 1 M³ BETON MUTU f'C= 19,3 Mpa (K225), Slump (12 ± 2)cm, w/c = 0,58 371.0000 698.0000
7
2
oh Kepala Tukang oh Mandor
MEMBUAT 1 M³ BETON MUTU f'C= 16,9 Mpa (K200), Slump (12 ± 2)cm, w/c = 0,61 352.0000 731.0000
6
HARGA UPAH (Rp)
MEMBUAT 1 M³ BETON MUTU f'C= 14,5 Mpa (K175), Slump (12 ± 2)cm, w/c = 0,66 326.0000 760.0000
5
URAIAN
HARGA SATUAN (Rp)
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
MEMBUAT 1 M³ BETON MUTU f'C= 24,0 Mpa (K275), Slump (12 ± 2)cm, w/c =0,53 406.0000 684.0000 1,026.0000
215.0000 1.6500
kg kg kg lt oh
Semen Portland Pasir Beton Koral Beton Air Pekerja
Page 34 of 167
NO 1
0.2750 0.0280 0.0830 9
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
oh Tukang Batu oh Kepala Tukang oh Mandor
21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
1,100.00 110.71 94.44 50.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
121,440.00 21,505.00 2,181.20 8,507.50 153,633.70
7,420.00 14,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
5,152.00 5,474.00 545.30 410.00 11,581.30
8,621.56 14,500.00 73,600.00 78,200.00 77,900.00 102,500.00
1,840.00 1,955.00 155.80 102.50
MEMBUAT 1 M³ BETON MUTU f'C= 26,4 Mpa (K300), Slump (12 ± 2)cm, w/c =0,52 413.0000 681.0000 1,021.0000
215.0000 1.6500 0.2750 0.0280 0.0830
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
10 MEMBUAT 1 M³ BETON MUTU f'C= 28,8 Mpa (K325), Slump (12 ± 2)cm, w/c =0,49 439.0000 kg Semen Portland 670.0000 kg Pasir Beton 1,006.0000 kg Koral Beton 215.0000 lt Air 1.6500 oh Pekerja 0.2750 oh Tukang Batu 0.0280 oh Kepala Tukang 0.0830 oh Mandor 11
78,200.00 77,900.00 102,500.00 Total :
MEMBUAT 1 M³ BETON MUTU f'C= 31,2 Mpa (K350), Slump (12 ± 2)cm, w/c =0,48 448.0000 667.0000 1,000.0000
215.0000 1.6500 0.2750 0.0280 0.0830
kg kg kg lt oh oh oh oh
Semen Portland Pasir Beton Koral Beton Air Pekerja Tukang Batu Kepala Tukang Mandor
12 PEMBESIAN 10 KG DENGAN BESI POLOS ATAU BESI ULIR 10.5000 kg Besi Beton (Polos/ Ulir) 0.1500 kg Kawat Beton 0.0700 oh Pekerja 0.0700 oh Tukang Besi 0.0070 oh Kepala Tukang 0.0040 oh Mandor
12.a PEMBESIAN 10 KG DENGAN JARING BAJA/WIRE MESH 10.2000 kg Jaring kawat baja dilas 0.0500 kg Kawat Beton 0.0250 oh Pekerja 0.0250 oh Tukang Besi 0.0020 oh Kepala Tukang 0.0010 oh Mandor
Page 35 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
Total : 12.b PEMASANGAN 1 M2 FLOOR DECK UNTUK PLAT LANTAI 1.2000 m2 Floor Deck tbl. 0.75 mm 0.0054 m3 Kayu Perancah/Kruing 0.1000 kg Paku 0.0500 oh Pekerja 0.0500 oh Tukang Besi 0.0250 oh Kepala Tukang 0.0250 oh Mandor 1.0000 ls Alat Bantu
HARGA UPAH (Rp) 4
4,053.30
120,000.00 2,940,000.00 10,150.00 73,600.00 78,200.00 77,900.00 102,500.00 8,500.00 Total :
12,100.00
Untuk 2x pakai
840,000.00 10,500.00 9,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
38,272.00 21,528.00 2,132.00 2,665.00 64,597.00 64,597.00
Untuk 2x pakai
840,000.00 10,500.00 9,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
38,272.00 21,528.00 2,132.00 2,665.00 64,597.00 64,597.00
Untuk 2x pakai
840,000.00 10,500.00 9,000.00 2,450,000.00 59,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50
13 1 M2 PASANG BEKISTING UNTUK PONDASI 0.0400 m3 Kayu Kelas III 0.3000 kg Paku Biasa 5' - 10' 0.1000 ltr Minyak Bekisting 0.5200 oh Pekerja 0.2600 oh Tukang Kayu 0.0260 oh Kepala Tukang 0.0260 oh Mandor
14 1 M2 PASANG BEKISTING UNTUK SLOOF 0.0400 m3 Kayu Kelas III 0.3000 kg Paku Biasa 5' - 10' 0.1000 ltr Minyak Bekisting 0.5200 oh Pekerja 0.2600 oh Tukang Kayu 0.0260 oh Kepala Tukang 0.0260 oh Mandor
15 1 M2 PASANG BEKISTING UNTUK KOLOM 0.0400 m3 Kayu Kelas III 0.4000 kg Paku Biasa 5' - 12' 0.2000 ltr Minyak Bekisting 0.0150 m3 Kayu Usuk 4/6 0.3500 lbr Plywood 9 mm 0.6600 oh Pekerja 0.3300 oh Tukang Kayu 0.0330 oh Kepala Tukang 0.0330 oh Mandor
16 1 M2 PASANG BEKISTING UNTUK BALOK 0.0400 m3 Kayu Kelas III 0.4000 kg Paku Biasa 5' - 12'
840,000.00 10,500.00
Page 36 of 167
3,680.00 3,910.00 1,947.50 2,562.50
NO 1
0.2000 0.0180 0.3500 0.3100 0.6600 0.3300 0.0330 0.0330
ltr m3 lbr m2 oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
Minyak Bekisting Kayu Usuk 4/6 Plywood 9 mm Schaffolding Pekerja Tukang Kayu Kepala Tukang Mandor Untuk 2x pakai
9,000.00 2,450,000.00 59,500.00 44,200.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50
Untuk 2x pakai
840,000.00 10,500.00 9,000.00 2,450,000.00 59,500.00 44,200.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50
Untuk 2x pakai
840,000.00 10,500.00 9,000.00 2,450,000.00 59,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50
2,940,000.00 10,500.00 120,000.00 15000 73,600.00 82,800.00 82,000.00 102,500.00 Total :
3,680.00 4,140.00 2,050.00 2,562.50 12,432.50
17 1 M2 PASANG BEKISTING UNTUK LANTAI 0.0400 m3 Kayu Kelas III 0.4000 kg Paku Biasa 5' - 12' 0.2000 ltr Minyak Bekisting 0.0150 m3 Kayu Usuk 4/6 0.3500 lbr Plywood 9 mm 1.0000 m2 Schaffolding 0.6600 oh Pekerja 0.3300 oh Tukang Kayu 0.0330 oh Kepala Tukang 0.0330 oh Mandor
17A 1 M2 PASANG BEKISTING UNTUK PERAPET / MEJA BETON 0.0400 m3 Kayu Kelas III 0.4000 kg Paku Biasa 5' - 12' 0.2000 ltr Minyak Bekisting 0.0150 m3 Kayu Usuk 4/6 0.3500 lbr Plywood 9 mm 0.6600 oh Pekerja 0.3300 oh Tukang Kayu 0.0330 oh Kepala Tukang 0.0330 oh Mandor
17 b 1 M2 BEKESTING LANTAI FLOORDECK TIPE PLAT 0.0054 m3 Kayu Perancah/kruing 0.1000 Kg paku 1.2000 m2 Floordeck Tebal 0.75mm 1.0000 Ls alat Bantu 0.0500 oh Pekerja 0.0500 oh Tukang besi 0.0250 oh Kepala Tukang 0.0250 oh Mandor
18 1 M2 PASANG BEKISTING UNTUK DINDING 0.0300 0.4000 0.2000
M3 Kayu Kelas III Kg Paku Biasa 5' - 12' Ltr Minyak Bekisting
840,000.00 10,500.00 9,000.00
Page 37 of 167
NO 1
0.0200 0.3500 0.3100 4.0000 0.6600 0.3300 0.0330 0.0330
M Lbr m2 Bh Oh Oh Oh Oh 3
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
Kayu Usuk 4/6 Plywood 9 mm Schaffolding Formite/penjaga jarak bekisting/spacer Pekerja Tukang Kayu Kepala Tukang Mandor
2,450,000.00 59,500.00 44,200.00 2,000.00 73,600.00 82,800.00 82,000.00 102,500.00
Untuk 2x pakai Untuk saluran 4 x pakai 19 1 M2 PASANG BEKISTING UNTUK TANGGA 0.0300 m3 Kayu Kelas III 0.4000 kg Paku Biasa 5' - 12' 0.1500 ltr Minyak Bekisting 0.0150 m3 Kayu Usuk 4/6 0.3500 lbr Plywood 9 mm 1.0000 m2 Schaffolding 0.6600 oh Pekerja 0.3300 oh Tukang Kayu 0.0330 oh Kepala Tukang 0.0330 oh Mandor Untuk 2x pakai 20 1 M2 PASANG JEMBATAN UNTUK PENGECORAN BETON 0.0264 m3 Kayu Kelas III (Papan) 0.6000 kg Paku Biasa 5' - 12' 0.5000 btg Dolken Kayu 8" - 10"/4m 0.1500 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0080 oh Mandor
21 1 M3 MEMBUAT PONDASI BETON BERTULANG (150 KG BESI + BEKISTING) 0.2000 m3 Kayu Kelas III 1.5000 kg Paku Biasa 5' - 12' 0.4000 ltr Minyak Bekisting 157.0000 kg Besi Beton 2.2500 kg Kawat Beton 336.0000 kg Semen Portland 0.5400 m3 Pasir Beton 0.8100 m3 Koral Beton 5.3000 oh Pekerja 0.2750 oh Tukang Batu 1.3000 oh Tukang Kayu 1.0500 oh Tukang Besi 0.2620 oh Kepala Tukang 0.2650 oh Mandor
Page 38 of 167
Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50 81,988.50
840,000.00 10,500.00 9,000.00 2,450,000.00 59,500.00 44,200.00 73,600.00 82,800.00 82,000.00 102,500.00 Total : Total :
48,576.00 27,324.00 2,706.00 3,382.50 81,988.50 81,988.50
840,000.00 10,500.00 385,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 4,140.00 410.00 820.00 16,410.00
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00
390,080.00 21,505.00 107,640.00 82,110.00 20,409.80 27,162.50
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
22 1 M3 MEMBUAT SLOOF BETON BERTULANG (200 KG + BEKISTING) 0.2700 m3 Kayu Kelas III 2.0000 kg Paku Biasa 5' - 12' 0.6000 ltr Minyak Bekisting 210.0000 kg Besi Beton 3.0000 kg Kawat Beton 336.0000 kg Semen Portland 0.5400 m3 Pasir Beton 0.8100 m3 Koral Beton 5.6500 oh Pekerja 0.2750 oh Tukang Batu 1.5600 oh Tukang Kayu 1.4000 oh Tukang Besi 0.3230 oh Kepala Tukang 0.2830 oh Mandor
23 1 M3 MEMBUAT KOLOM BETON BERTULANG (300 KG BESI + BEKISTING) 0.4000 m3 Kayu Kelas III 4.0000 kg Paku Biasa 5' - 12' 2.0000 ltr Minyak Bekisting 315.0000 kg Besi Beton 4.5000 kg Kawat Beton 336.0000 kg Semen Portland 0.5400 m3 Pasir Beton 0.8100 m3 Koral Beton 0.1500 m3 Kayu Kelas II balok 3.5000 lbr Plywood 9 mm 20.0000 btg Dolken Kayu 8" /4 m 7.0500 oh Pekerja 0.2750 oh Tukang Batu 1.6500 oh Tukang Kayu 2.1000 oh Tukang Besi 0.4030 oh Kepala Tukang 0.3530 oh Mandor
4
Total :
648,907.30
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00 Total :
415,840.00 21,505.00 129,168.00 109,480.00 25,161.70 29,007.50 730,162.20
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 2,940,000.00 59,500.00 385,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00 Total :
518,880.00 21,505.00 136,620.00 164,220.00 31,393.70 36,182.50 908,801.20
1 M3 MEMBUAT BALOK BETON BERTULANG (200 KG BESI + BEKISTING) 24 0.3200 3.2000 1.6000 210.0000 3.0000 336.0000 0.5400 0.8100 0.1400
m3 kg ltr kg kg kg m3 m3 m3
Kayu Kelas III Paku Biasa 5' - 12' Minyak Bekisting Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Kayu Kelas II balok
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 2,940,000.00
Page 39 of 167
HARGA UPAH (Rp)
NO
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
1
2.8000 16.0000 6.3500 0.2750 1.6500 1.4000 0.3330 0.3180
lbr btg oh oh oh oh oh oh
Plywood 9 mm Dolken Kayu 8" /4 m Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
59,500.00 385,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00 Total :
467,360.00 21,505.00 136,620.00 109,480.00 25,940.70 32,595.00 793,500.70
1 M3 MEMBUAT PLAT BETON BERTULANG (150 KG BESI + BEKISTING 25 0.3200 3.2000 1.6000 157.5000 2.2500 336.0000 0.5400 0.8100 0.1200 2.8000 32.0000 5.3000 0.2750 1.3000 1.0500 0.2650 0.2650
m3 kg ltr kg kg kg m3 m3 m3 lbr btg oh oh oh oh oh oh
Kayu Kelas III Paku Biasa 5' - 12' Minyak Bekisting Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Kayu Kelas II balok Plywood 9 mm Dolken Kayu 8" /4 m Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 2,940,000.00 59,500.00 385,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00
390,080.00 21,505.00 107,640.00 82,110.00 20,643.50 27,162.50 649,141.00
1 M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING) 26 0.2400 3.2000 1.6000 157.0000 2.2500 336.0000 0.5400 0.8100 0.1600 2.8000 24.0000 5.3000 0.2750 1.3000 1.0500 0.2620 0.2650
m3 kg ltr kg kg kg m3 m3 m3 lbr btg oh oh oh oh oh oh
Kayu Kelas III Paku Biasa 5' - 12' Minyak Bekisting Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Kayu Kelas II balok Plywood 9 mm Dolken Kayu 8" /4 m Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
840,000.00 10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 2,940,000.00 59,500.00 385,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00
1 M3 MEMBUAT DINDING BETON BERTULANG (200 KG BESI + BEKISTING) 27 0.2500
m3 Kayu Kelas III
840,000.00
Page 40 of 167
390,080.00 21,505.00 107,640.00 82,110.00 20,409.80 27,162.50 648,907.30
NO 1
3.0000 1.2000 210.0000 3.0000 336.0000 0.5400 0.8100 0.1050 2.5000 14.0000 5.6500 0.2750 1.5600 1.4000 0.3230 0.2830
kg ltr kg kg kg m3 m3 m3 lbr btg oh oh oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
Paku Biasa 5' - 12' Minyak Bekisting Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Kayu Kelas II balok Plywood 9 mm Dolken Kayu 8" /4 m Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
10,500.00 9,000.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 2,940,000.00 59,500.00 385,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00
415,840.00 21,505.00 129,168.00 109,480.00 25,161.70 29,007.50 730,162.20
1 M1 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11 X 11 CM) 28 0.0020 0.0100 3.0000 0.0450 4.0000 0.0060 0.0090 0.1800 0.0200 0.0200 0.0200 0.0060 0.0090 29
m3 kg kg kg kg m3 m3 oh oh oh oh oh oh
Kayu Kelas III Paku Biasa 5' - 12' Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
840,000.00 10,500.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00 Total :
13,248.00 1,564.00 1,656.00 1,564.00 467.40 922.50 19,421.90
840,000.00 10,500.00 7,420.00 94,500.00 1,100.00 155,000.00 170,000.00 73,600.00 78,200.00 82,800.00 78,200.00 77,900.00 102,500.00 Total :
21,859.20 2,580.60 2,732.40 2,580.60 779.00 1,537.50 32,069.30
1 M1 MEMBUAT KOLOM PENGUAT BETON BERTULANG (10 X 15 CM) 0.0030 0.0200 3.6000 0.0500 5.5000 0.0090 0.0150 0.2970 0.0330 0.0330 0.0330 0.0100 0.0150
m3 kg kg kg kg m3 m3 oh oh oh oh oh oh
Kayu Kelas III Paku Biasa 5' - 12' Besi Beton Kawat Beton Semen Portland Pasir Beton Koral Beton Pekerja Tukang Batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
Page 41 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
HARGA UPAH (Rp) 4
30 1 M1 PENGEBORAN DAN MEMBUAT BETON BOREFILE DIA 30 CM 1.0000
m1
Pengeboran dengan sistim Dry Boring
0.0707
m3
Beton K. 300
16.1700
kg
Pembesian
0.1000
lot
Perlengkapan kerja
250,000.00 790,507.91 9,166.63 454,113.32
31 1 M1 PENGEBORAN DAN MEMBUAT BETON BOREFILE DIA 40 CM 1.0000
m1
Pengeboran dengan sistim Dry Boring
0.1257
m3
Beton K. 300
21.5600
kg
Pembesian
0.1000
lot
Perlengkapan kerja
32 1 M1 PEKERJAAN WATERSTOP LEBAR 25 CM 1.0000 m1 Waterstop WSF 250 1.0000 ls upah pasang
250,000.00 790,507.91 9,166.63 546,999.39
325,000.00 125,000.00
33 1 KG WATERPROFING (DICAMPUR DALAM BETOB) 1.0000 kg Waterprofing setara Penetron Admix 1.0000 ls upah kerja
15,000.00 40,000.00
125,000.00 125,000.00
40,000.00 40,000.00
VIII PEKERJAAN PENUTUP ATAP (SNI 03-3436-2002) 1
2
3
1 M2 PEKERJAAN ATAP GENTENG KARANGPILANG SETARA GOOYEAR 20.0000 bh Genteng 0.1500 oh Pekerja 0.0600 oh Tukang Kayu 0.0060 oh Kepala Tukang 0.0080 oh Mandor
1 M2 PEKERJAAN ATAP GENTENG PLENTONG DI CAT 25.0000 bh Genteng Plentong Dicat 0.1500 oh Pekerja 0.0600 oh Tukang Kayu 0.0060 oh Kepala Tukang 0.0080 oh Mandor
1 M1 PASANG BUBUNGAN GENTENG PLENTONG 5.0000 bh Bubungan Plentong 8.0000 kg Semen Portland 0.0320 m3 Pasir Pasang 0.4000 oh Pekerja 0.2000 oh Tukang Kayu 0.0200 oh Kepala Tukang 0.0020 oh Mandor
3A 1 M' PASANG BUBUNGAN ATAP GENTENG KARANGPILANG SETARA GOODYEAR
Page 42 of 167
3,080.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 4,968.00 492.00 820.00 17,320.00
3,850.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 4,968.00 492.00 820.00 17,320.00
4,250.00 1,100.00 145,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
29,440.00 16,560.00 1,640.00 205.00 47,845.00
NO 1
3.5000 8.0000 0.0320 0.4000 0.2000 0.0200 0.0020 4
5
6
7
8
bh kg m3 oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
7,000.00 1,100.00 145,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
29,440.00 16,560.00 1,640.00 205.00 47,845.00
21,700.00 17,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
10,304.00 5,796.00 574.00 717.50 17,391.50
27,700.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
6,182.40 10,350.00 1,066.00 410.00 18,008.40
9,300.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
12,217.60 20,700.00 2,050.00 820.00 35,787.60
45,400.00 10,150.00 10,150.00 5,565,000.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
9,200.00 20,700.00 2,050.00 820.00 32,770.00
13,500.00 11,000.00 73,600.00 102,500.00 Total :
14,720.00 1,025.00 15,745.00
Bubungan genteng Semen Portland Pasir Pasang Pekerja Tukang Kayu Kepala Tukang Mandor
1 M2 PASANG ATAP GENTENG ASBES GELOMBANG 1.8 M X 0.92 M X 5 MM 0.7500 lbr Asbes Gelombang 1.8 mx0.92mx5mm 0.1200 kg Paku Pancing 60 x 230 0.1400 oh Pekerja 0.0700 oh Tukang Kayu 0.0070 oh Kepala Tukang Kayu 0.0070 oh Mandor
1 M1 PASANG BUBUNGAN STEL GELOMBANG 0.92 M 2.4000 lbr Bubungan Stel Gelombang 6.0000 kg Paku Skrup 3,5" 0.0840 oh Pekerja 0.1250 oh Tukang Kayu 0.0130 oh Kepala Tukang 0.0040 oh Mandor 1 M2 PEKERJAAN ATAP SIRAP 60.0000 bh Genteng Sirap 0.2000 kg Paku Biasa 1/2" - 1" 0.1660 oh Pekerja 0.2500 oh Tukang Kayu 0.0250 oh Kepala Tukang 0.0080 oh Mandor
1 M2 PEKERJAAN ATAP NOK SIRAP 0.4000 lbr Seng plat 3" x 6" BJLS 28 0.0600 kg Paku biasa 1/2" - 1" 0.0500 kg Paku biasa 2" - 5" 0.0040 m3 Kayu papan 3 cm 0.1250 oh Pekerja 0.2500 oh Tukang kayu 0.0250 oh Kepala Tukang 0.0080 oh Mandor
1 M2 PASANG ATAP ALANG-ALANG 3 M1 6.5000 lbr Alang - alang 0.5000 glg Tali pengikat 0.2000 oh Pekerja 0.0100 oh Mandor
Page 43 of 167
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
4
45,400.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
8,832.00 4,968.00 492.00 615.00 14,907.00
9
1 M2 PEKERJAAN ATAP SENG GELOMBANG 0.7000 lbr Seng Gelombang 3" x 6" BJLS 28 0.0200 kg Paku Biasa 1/2" - 1" 0.1200 oh Pekerja 0.0600 oh Tukang Kayu 0.0060 oh Kepala Tukang 0.0060 oh Mandor
9A 1 M2 PEKERJAAN ATAP ARCRYLIC TBL 0.50 MM + RANGKA PIPA GALVANIS + FINISHING 2.5000 m1 Besi Pipa Galvanis dia 2, 5 " 68,250.00 0.1000 ls Perlengkapan (dari harga material) 170,625.00 1.0500 m2 Atap Arcrylic tbl.0,50 mm 45,000.00 1.0000 ls Ongkos kerja 75,000.00 0.6000 m2 Cat Menie Besi 22,022.50 0.6000 m2 Cat Besi 22,943.40 Total : 10 1 M2 PASANGAN LAPISANG ALUMINIUM FOIL 1.0500 m2 Aluminium Foil 0.1500 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0080 oh Mandor
11
1 M1 PASANG NOK SENG GELOMBANG 0.3000 lbr Seng Plat 3" x 6" BJLS 28 0.0400 kg Paku biasa 1/2" - 1" 0.1500 oh Pekerja 0.0700 oh Tukang Kayu 0.0080 oh Kepala Tukang 0.0060 oh Mandor
11A 1 UNIT PASANG CELEDU FIBREGLASS DIBUAT DI WORKSHOP 1.0000 bh Celedu Fiberglass 1.0000 ls Mobilisasi 0.2000 m³ Pasang beton dudukan 2.0000 m' seng BJLS 40 flashing 0.4000 oh Pekerja 0.1000 oh Tukang batu 0.0100 oh Kepala Tukang 0.0100 oh Mandor 11B 1 UNIT PASANG MURDA FIBREGLASS DIBUAT DI WORKSHOP 1.0000 bh Murda Fiberglass 1.0000 ls Mobilisasi 0.0320 m³ Pasang betotn dudukan 0.4000 oh Pekerja 0.1000 oh Tukang batu
Page 44 of 167
HARGA UPAH (Rp)
75,000.00
75,000.00
198,380.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 4,140.00 410.00 820.00 16,410.00
45,400.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
11,040.00 5,796.00 656.00 615.00 18,107.00
95,000.00 50,000.00 600,000.00 45,000.00 73,600.00 78,200.00 82,000.00 102,500.00 Total :
29,440.00 7,820.00 820.00 1,025.00 39,105.00
85,000.00 50,000.00 600,000.00 73,600.00 78,200.00
29,440.00 7,820.00
NO 1
0.0100 0.0100
IX
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
oh Kepala Tukang oh Mandor
82,000.00 102,500.00 Total :
820.00 1,025.00 9,665.00
5,565,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00
58,880.00 66,240.00 6,560.00 4,100.00
Total :
135,780.00
21,000.00 10,150.00 73,600.00 82,800.00 82,000.00 102,500.00
3,680.00 4,140.00 410.00 307.50
Total :
8,537.50
PEKERJAAN LANGIT - LANGIT (SNI 2839-2008) 1
2
3
4
5
6
1 M2 PASANG LANGIT-LANGIT LAMBRIZIRING 0.0150 m3 Kayu Papan kanfer 0.0100 kg Paku Biasa 1/2" - 1" 0.8000 oh Pekerja 0.8000 oh Tukang Kayu 0.0800 oh Kepala Tukang 0.0400 oh Mandor 1 M1 PASANG LIST LANGIT-LANGIT KAYU PROFIL 1.0500 m1 List Kayu Profil 0.1000 kg Paku list SQ 0.0500 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0030 oh Mandor 1 M2 PASANG LANGIT-LANGIT GYPSUM BOARD UKURAN (1200X2400X9) MM 0.3640 lbr Gypsum Board (120x240x9) 0.1100 kg Paku Sekrup 0.1000 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0050 oh Mandor 2.4000 m' Hollow Galvalum 3.3000 m' Penggantung 1 M2 PEKERJAAN LANGIT-LANGIT KALSIBOARD UKURAN (1200X2400X4,5) MM 0.3640 lbr Kalsiboard 1200 mm x 2400 mm x 4,5 mm 0.1100 kg Paku Sekrup 0.1000 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0050 oh Mandor 2.4000 m' Hollow Galvalum 3.3000 m' Penggantung 1 M2 PEKERJAAN PLAFOND GT LUMBER 15 MM 0.3646 lbr GT lumber 0.1100 kg Paku Sekrup 0.1000 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0050 oh Mandor 1 M1 PASANG LIST PLAFON GYPSUM PROFIL
Page 45 of 167
31,500.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 18,000.00 13,500.00 Total :
7,360.00 4,140.00 410.00 512.50
12,422.50
26,600.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 18,000.00 13,500.00 Total :
12,422.50
45,000.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 4,140.00 410.00 512.50 12,422.50
7,360.00 4,140.00 410.00 512.50
NO 1
1.0500 0.1500 0.0600 0.0600 0.0060 0.0030 7
8
9
X
m1 kg oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
List Kayu Profil 7 x 7 Tepung Gypsum Pekerja Tukang Kayu Kepala Tukang Mandor
1 M2 PEKERJAAN PARTISI GYPSUM TEBAL 15 Cm 2 SISI 16.9000 m1 Rangka Holo 4x4 2.0000 m2 Rokwool tbl. 2.5 cm 1.5280 m2 Gypsum tbl 9 mm 0.5600 kg Lem kayu 0.2000 box Sekrup 1.0000 ls Upah kerja
1 M2 PASANG LANGIT-LANGIT KAYU SEMEN 2.7000 bt Kayu Semen lap sidding 8" G2 (200 mm x 3050 mm x 11 0.1100 kg Paku Sekrup 0.1000 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0050 oh Mandor 1 M1 PASANG LIST LANGIT-LANGIT DARI KAYU SEMEN 1.0500 m1 List Kayu Semen 0.1000 kg Paku list SQ 0.0500 oh Pekerja 0.0500 oh Tukang Kayu 0.0050 oh Kepala Tukang 0.0030 oh Mandor
12,500.00 15,000.00 73,600.00 82,800.00 82,000.00 102,500.00
4,416.00 4,968.00 492.00 307.50
Total :
10,183.50
2,765.00 28,500.00 31,500.00 12,500.00 15,750.00 50,000.00
50,000.00 50,000.00
71,820.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
7,360.00 4,140.00 410.00 512.50 12,422.50
16,000.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00
3,680.00 4,140.00 410.00 307.50
Total :
8,537.50
PEKERJAAN SANITASI ( SNI 2002 ) 1
MEMASANG 1 BUAH KLOSET DUDUK/MONOBLOK 1.0000 bh Kloset Duduk CW 660 NJ/SW 660J (Komplit) setara TOT Perlengkapan 6% x harga kloset 3.3000 oh Pekerja 1.1000 oh Tukang batu 0.0010 oh Kepala Tukang 0.1600 oh Mandor
1.A MEMASANG 1 BUAH KLOSET DUDUK/MONOBLOK DISABLED 1.0000 bh Kloset Duduk Disabled Type CW. 705 L setara TOTO Perlengkapan 6% x harga kloset 3.3000 oh Pekerja 1.1000 oh Tukang batu 0.0010 oh Kepala Tukang 0.1600 oh Mandor
2
MEMASANG 1 BUAH KLOSET JONGKOK CE 6 KOMPLIT SET
Page 46 of 167
1,504,790.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
242,880.00 86,020.00 77.90 16,400.00 345,377.90
1,930,600.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
242,880.00 86,020.00 77.90 16,400.00 345,377.90
NO
URAIAN
1
2
1.0000 6.0000 0.0100 1.0000 1.5000 1.5000 0.1600
bh kg m3 oh oh oh oh
Kloset jongkok CE 6 Semen Portland Pasir Pasang Pekerja Tukang batu Kepala Tukang Mandor
2A MEMASANG 1 BUAH KLOSET JONGKOK CE 9 KOMPLIT SET 1.0000 bh Kloset jongkok CE 9 6.0000 kg Semen Portland 0.0100 m3 Pasir Pasang 1.0000 oh Pekerja 1.5000 oh Tukang batu 1.5000 oh Kepala Tukang 0.1600 oh Mandor
3
MEMASANG 1 BUAH URINOIR TYPE U57 1.0000 bh Urinoir Type U 57 setara TOTO Perlengkapan 6% x harga Urin 6.0000 kg Semen Portland 0.0100 m3 Pasir Pasang 1.0000 oh Pekerja 1.0000 oh Tukang batu 0.1000 oh Kepala Tukang 0.1000 oh Mandor
3A MEMASANG 1 BUAH PENYEKAT URINOIR 1.0000 bh Urinoar Partition A 100 Wite Perlengkapan 6% x harga Urin 6.0000 kg Semen Portland 0.0100 m3 Pasir Pasang 1.0000 oh Pekerja 1.0000 oh Tukang batu 0.1000 oh Kepala Tukang 0.1000 oh Mandor
4
MEMASANG 1 BUAH WASHTAFEL 1.0000 bh Wastafel Type L 512 V1A (Komplit) setara TOTO Perlengkapan 12% x harga wast 6.0000 kg Semen Portland 0.0100 m3 Pasir Pasang 1.2000 oh Pekerja 1.4500 oh Tukang batu 0.1500 oh Kepala Tukang 0.1000 oh Mandor
Page 47 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
293,440.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
73,600.00 117,300.00 116,850.00 16,400.00 324,150.00
1,870,820.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
73,600.00 117,300.00 116,850.00 16,400.00 324,150.00
1,452,500.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
73,600.00 78,200.00 7,790.00 10,250.00 169,840.00
721,000.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
73,600.00 78,200.00 7,790.00 10,250.00 169,840.00
625,100.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
88,320.00 113,390.00 11,685.00 10,250.00 223,645.00
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
4.A MEMASANG 1 BUAH WASHTAFEL DISABLED 1.0000 bh Wastafel Disabled Type LW103 JT 01 setara TOTO Perlengkapan 12% x harga wast 6.0000 kg Semen Portland 0.0100 m3 Pasir Pasang 1.2000 oh Pekerja 1.4500 oh Tukang batu 0.1500 oh Kepala Tukang 0.1000 oh Mandor
4.B MEMASANG 1 BUAH SINK DOUBLE TOTO 1.0000 bh Sink Double 1.0000 bh Stop Valve setara Toto 1.0000 bh Kran Kombinasi Perlengkapan 12% x harga wast 1.2000 oh Pekerja 1.4500 oh Tukang Plambing 0.1500 oh Kepala Tukang 0.1000 oh Mandor
4
1,930,600.00 1,100.00 145,000.00 73,600.00 78,200.00 77,900.00 102,500.00
88,320.00 113,390.00 11,685.00 10,250.00 223,645.00
450,000.00 60,000.00 85,000.00 73,600.00 78,200.00 77,900.00 102,500.00
4C MEMASANG 1 BUAH JET SPRAY 1.0000 bh Jetwasher Type TGB 500 AZRV 24 setara TOTO 1.0000 ls Perlengkapan 1.0000 ls Upah Kerja (Lumpsum)
175,000.00 10,500.00 25,000.00
4D MEMASANG 1 BUAH FLOOR DRAIN 1.0000 bh Floor Drain 2 " Type TX 1 BN setara TOTO 1.0000 ls Perlengkapan 1.0000 ls Upah Kerja (Lumpsum)
246,400.00 14,784.00 25,000.00
4E MEMASANG 1 BUAH PAPER HOLDER 1.0000 bh Floor Paper Holder Type YH 116 setara TOTO 1.0000 ls Perlengkapan 1.0000 ls Upah Kerja (Lumpsum)
4F MEMASANG 1 BUAH BAR GRAB DISABLE 1.0000 bh Grab Bar Disable Type TX 3 A3 setara TOTO 1.0000 ls Perlengkapan 1.0000 ls Upah Kerja (Lumpsum)
5
HARGA UPAH (Rp)
MEMASANG 1 BUAH BAK MANDI FIBREGLASS, VOLUME 0,30 M3 1.0000 bh Bak Fibreglass Perlengkapan 18% x harga wast 1.8000 oh Pekerja
Page 48 of 167
25,000.00
1,229,200.00 73,752.00 60,000.00
88,320.00 113,390.00 11,685.00 10,250.00 223,645.00
25,000.00 25,000.00
25,000.00 25,000.00
25,000.00 25,000.00
60,000.00 60,000.00
185,000.00 73,600.00
132,480.00
NO 1
2.7000 0.5400 0.1100
URAIAN
HARGA SATUAN (Rp)
2
3
oh Tukang batu oh Kepala Tukang oh Mandor
78,200.00 77,900.00 102,500.00 Total :
MEMASANG 1 M1 PIPA GALVANIS f 0,5" - 1 " 1.2000 m1 Pipa galvanis dia 0,5" 1.2000 m1 Pipa Galvanis dia 0,75" 1.2000 m1 Pipa galvanis dia 1" Perlengkapan dia 0,5" 35% x harga pipa Perlengkapan dia 0,75" 35% x harga pipa Perlengkapan dia 1" 35% x harga pipa 0.0540 oh Pekerja 0.0900 oh Tukang Pipa 0.0090 oh Kepala Tukang 0.0270 oh Mandor 6 MEMASANG 1 M1 PIPA GALVANIS F 0,5 " 6A MEMASANG 1 M1 PIPA GALVANIS F 0,75 " 6B MEMASANG 1 M1 PIPA GALVANIS F 0,1 "
HARGA UPAH (Rp) 4
211,140.00 42,066.00 11,275.00 396,961.00
6
20,650.00 22,820.00 24,850.00
73,600.00 78,200.00 77,900.00 102,500.00 Total : Total : Total :
MEMASANG 1 M1 PIPA GALVANIS f 1,5" - 3" 1.2000 M' Pipa galvanis dia 1,5" 1.2000 M' Pipa galvanis dia 2" 1.2000 M' Pipa galvanis dia 2,5" 1.2000 M' Pipa galvanis dia 3" Perlengkapan dia 1,5" 35% x harga pipa Perlengkapan dia 2" 35% x harga pipa Perlengkapan dia ,2,5" 35% x harga pipa Perlengkapan dia 3" 35% x harga pipa 0.1080 Oh Pekerja 0.1800 Oh Tukang Pipa 0.0180 Oh Kepala Tukang 0.0054 Oh Mandor 7 MEMASANG 1 M1 PIPA GALVANIS f 1,5" 7A MEMASANG 1 M1 PIPA GALVANIS f 2" 7B MEMASANG 1 M1 PIPA GALVANIS f 2,5" 7C MEMASANG 1 M1 PIPA GALVANIS f 3"
3,974.40 7,038.00 701.10 2,767.50 14,481.00 14,481.00 14,481.00
7
8
48,090.00 48,405.00 68,250.00 107,800.00
73,600.00 78,200.00 77,900.00 102,500.00 Total : Total : Total : Total :
MEMASANG 1 M1 PIPA PVC TYPE AW f 0,5" - 1,5" 1.2000 m1 Pipa PVC dia 0,5" 1.2000 m1 Pipa PVC dia 0,75" 1.2000 m1 Pipa PVC dia 1" 1.2000 m1 Pipa PVC dia 1,25" 1.2000 m1 Pipa PVC dia 1,5" Perlengkapan dia 0,5" 35% x harga pipa Perlengkapan dia 0,75" 35% x harga pipa Perlengkapan dia 0,5" 35% x harga pipa Perlengkapan dia 0,5" 35% x harga pipa Perlengkapan dia 0,5" 35% x harga pipa 0.0360 oh Pekerja
7,948.80 14,076.00 1,402.20 553.50 23,980.50 23,980.50 23,980.50 23,980.50
13,825.00 16,590.00 24,850.00 30,415.00 35,945.00
73,600.00
Page 49 of 167
2,649.60
NO 1
8 8A 8B 8C 8D 9
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
0.0600 oh Tukang Pipa 0.0060 oh Kepala Tukang 0.0018 oh Mandor MEMASANG 1 M1 PIPA PVC TYPE AW f 0,5" MEMASANG 1 M1 PIPA PVC TYPE AW f 0,75 MEMASANG 1 M1 PIPA PVC TYPE AW f 1" MEMASANG 1 M1 PIPA PVC TYPE AW f 1,25" MEMASANG 1 M1 PIPA PVC TYPE AW f 0,1,5"
78,200.00 77,900.00 102,500.00 Total : Total : Total : Total : Total :
MEMASANG 1 M1 PIPA PVC TYPE AW f 2" 1.2000 m1 Pipa PVC Perlengkapan 35% x harga pipa 0.0540 oh Pekerja 0.0900 oh Tukang Pipa 0.0090 oh Kepala Tukang 0.0027 oh Mandor
53,900.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
9A MEMASANG 1 M1 PIPA PVC TYPE AW f 2,5" 1.2000 m1 Pipa PVC Perlengkapan 35% x harga pipa 0.0540 oh Pekerja 0.0900 oh Tukang Pipa 0.0090 oh Kepala Tukang 0.0027 oh Mandor
3,974.40 7,038.00 701.10 276.75 11,990.25
69,090.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
10 MEMASANG 1 M1 PIPA PVC TYPE AW f 3" - 4" 1.2000 m1 Pipa PVC f. 3" 1.2000 m1 Pipa PVC f. 4" Perlengkapan dia 3" 35% x harga pipa Perlengkapan dia 4" 35% x harga pipa 0.0810 oh Pekerja 0.1350 oh Tukang Pipa 0.0135 oh Kepala Tukang 0.0041 oh Mandor 10 MEMASANG 1 M1 PIPA PVC TYPE AW f 3" 10A MEMASANG 1 M1 PIPA PVC TYPE AW f 4"
3,974.40 7,038.00 701.10 276.75 11,990.25
96,775.00 137,900.00
73,600.00 78,200.00 77,900.00 102,500.00 Total :
10B MEMASANG 1 M1 PIPA PVC TYPE AW f 5" 1.2000 m1 Pipa PVC f. 5" Perlengkapan dia 3" 35% x harga pipa 0.0810 oh Pekerja 0.1350 oh Tukang Pipa 0.0135 oh Kepala Tukang 0.0041 oh Mandor
11
4,692.00 467.40 184.50 7,993.50 7,993.50 7,993.50 7,993.50 7,993.50
5,961.60 10,557.00 1,051.65 420.25 17,990.50 17,990.50
189,000.00 73,600.00 78,200.00 77,900.00 102,500.00
MEMASANG 1 BUAH KRAN f 0,75" ATAU 0,5" 1.0000 bh Kran air 0.0250 bh Seal tape
31,500.00 2,500.00
Page 50 of 167
5,961.60 10,557.00 1,051.65 420.25 17,990.50
NO 1
0.0100 0.1000 0.0100 0.0050
oh oh oh oh
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
Pekerja Tukang Pipa Kepala Tukang Mandor
11A MEMASANG 1 BUAH GATE VALVE 40 MM 1.0000 bh Gate Valve 40 mm 0.5000 bh Seal tape 0.1000 oh Pekerja 0.1000 oh Tukang Pipa 0.0100 oh Kepala Tukang 0.0050 oh Mandor
11B MEMASANG 1 BUAH GATE VALVE 32 MM 1.0000 bh Gate Valve 32 mm 0.5000 bh Seal tape 0.1000 oh Pekerja 0.1000 oh Tukang Pipa 0.0100 oh Kepala Tukang 0.0050 oh Mandor
11C MEMASANG 1 BUAH GATE VALVE 25 MM 1.0000 bh Gate Valve 25 mm 0.5000 bh Seal tape 0.1000 oh Pekerja 0.1000 oh Tukang Pipa 0.0100 oh Kepala Tukang 0.0050 oh Mandor
11D MEMASANG 1 BUAH GATE VALVE 20 MM 1.0000 bh Gate Valve 20 mm 0.5000 bh Seal tape 0.1000 oh Pekerja 0.1000 oh Tukang Pipa 0.0100 oh Kepala Tukang 0.0050 oh Mandor
12 1 Unit Pekerjaan 1.9260 0.7000 0.6070 18.9000 2.4000 24.3000 12.0000 0.7284 109.0000 5.0000
Septictank & Peresapan M3 Galian tanah pondasi M3 Urugan pasir M3 Beton rabat 1 : 3 : 5 M2 Pasangan batu bata 1 : 3 bh Buis beton M2 Plesteran 1: 3 M2 Acian M3 Beton plat T.12 cm (K 275) kg Besi beton m2 Begisting
Page 51 of 167
73,600.00 78,200.00 77,900.00 102,500.00 Total :
736.00 7,820.00 779.00 512.50 9,847.50
133,630.00 2,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
7,360.00 7,820.00 779.00 512.50 16,471.50
105,393.40 2,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
7,360.00 7,820.00 779.00 512.50 16,471.50
76,116.60 2,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
7,360.00 7,820.00 779.00 512.50 16,471.50
53,939.90 2,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
7,360.00 7,820.00 779.00 512.50 16,471.50
70,852.50 136,865.00 655,232.91 137,823.50 65,000.00 48,404.60 27,919.00 783,612.27 9,166.63 223,363.50
NO 1
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
Upah Kerja (Lumpsum)
XI 1
PEKERJAAN BESI DAN ALUMINIUM 7393:2008) 1 KG PASANG RANGKA ATAP BAJA 1.1500 0.0600 0.0600 0.0060 0.0003
2
3
kg oh oh oh oh
Total :
-
10,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
4,416.00 4,692.00 467.40 30.75 9,606.15
100,000.00 10,150.00 7,700.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
14,720.00 15,640.00 1,558.00 102.50 32,020.50
45,400.00 10,150.00 5,230,000.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
11,040.00 31,280.00 1,947.50 133.25 44,400.75
(SNI
Besi Profil WF Pekerja Tukang besi Kepala Tukang Mandor
1 M2 PASANG JENDELA NAKO 1.1000 m2 Rangka + Kaca Nako 10.0000 bh Paku biasa 1 cm - 2,5 cm 7.0000 m' Besi strip 0.2000 oh Pekerja 0.2000 oh Tukang besi 0.0200 oh Kepala Tukang 0.0010 oh Mandor
1 M1 PASANG TALANG DATAR, SENG BJLS 28 1.0500 lbr Seng plat 0.0150 kg Paku biasa 0,5" - 1" 0.0190 m3 Kayu papan kelas II/III 0.1500 oh Pekerja 0.4000 oh Tukang besi 0.0250 oh Kepala Tukang 0.0013 oh Mandor
3A 1 M' Pasang kusen str. YKK 4" Brown 1.1000 m1 Kusen str. YKK 4" Brown 1.1000 m1 Kusen str. YKK 3" Brown 0.0210 kg Paku anti karat 0.4500 tbng Sealent 0.5500 oh Tukang Besi 0.0550 oh Kepala tukang besi 0.2500 oh Pekerja 0.0055 oh Mandor
135,000.00 115,000.00 22,000.00 40,000.00 78,200.00 77,900.00 73,600.00 102,500.00
3B 1 M2 Pasang Daun Jendela Kaca 5 mm Aluminium Brown str. YKK 3.5000 M' Frame Jendela Brown str. YKK 0.6000 M2 Kaca 5 mm 3.5000 M' Karet 3.5000 M' Sealent 2.6000 Oh Tukang Besi 0.3000 Oh Kepala tukang besi 1.0000 Oh Pekerja 0.0100 Oh Mandor
Page 52 of 167
90,000.00 96,000.00 9,000.00 40,000.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
43,010.00 4,284.50 18,400.00 563.75 66,258.25
203,320.00 23,370.00 73,600.00 1,025.00 301,315.00
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
3C 1 M2 Pasang Daun Pintu Kaca 5 mm Aluminium Brown str. YKK ### 3.5000 M' Frame Pintu Brown str. YKK ### 0.6000 M2 Kaca 5 mm ### 3.5000 M' Karet ### 3.5000 M' Sealent ### 2.6000 Oh Tukang Besi ### 0.3000 Oh Kepala tukang besi ### 1.0000 Oh Pekerja ### 0.0100 Oh Mandor 3D 1 M2 Pasang Daun Pintu/ Plafond Slet Aluminium ex. YKK 3.5000 M' Frame Kaca Brown 4.2000 M' Slet Aluminium brown 3.5000 M' Karet 3.5000 M' Sealent 2.6000 Oh Tukang Besi 0.3000 Oh Kepala tukang besi 1.0000 Oh Pekerja 0.0100 Oh Mandor 3E 1 M2 Pasang Louvre Aluminium ex. YKK 3.5000 M' Frame Kusen Brown 4" 4.2000 M' Louvre Aluminium brown 3.5000 M' Karet 3.5000 M' Sealent 2.6000 Oh Tukang Besi 0.3000 Oh Kepala tukang besi 1.0000 Oh Pekerja 0.0100 Oh Mandor
4
5
6
1 M2 RANGKA BESI HOLLOW 1X40X40.4 MM, MODUL 60X120 CM UNTUK PLAFON 3.5000 M' Rangka Metal Hollow 40.40.4 mm 100% ls Assesoris, Perkuatan dan Las, dll) 0.2500 Oh Pekerja 0.2500 Oh Tukang Besi 0.0250 Oh Kepala Tukang 0.0130 Oh Mandor
1 M1 RALLING TANGGA BESI KOTAK GALVANIS + FINISHING 25.8000 Kg Besi Kotak Galvanis tbl. 2 mm 0.1000 lot Bahan2 untuk pengelasan 1.0000 ls upah kerja 1.84 m2 Cat menie besi 1.84 m2 Cat besi
1 M1 BESI KOTAK GALVANIS + FINISHING 3.3900 Kg Besi Kotak Galvanis tbl 2 mm 0.1000 lot Bahan2 untuk pengelasan
Page 53 of 167
HARGA UPAH (Rp) 4
100,000.00 96,000.00 9,000.00 40,000.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
203,320.00 23,370.00 73,600.00 1,025.00 301,315.00
100,000.00 95,000.00 9,000.00 40,000.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
203,320.00 23,370.00 73,600.00 1,025.00 301,315.00
100,000.00 96,000.00 9,000.00 40,000.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
203,320.00 23,370.00 73,600.00 1,025.00 301,315.00
11,060.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
7,350.00 189,630.00 50,000.00 22,022.50 22,943.40 Total :
7,350.00 24,916.50
19,550.00 19,475.00 1,840.00 1,332.50 42,197.50
50,000.00
50,000.00
NO 1
1.0000 ls 0.2 m2 0.2 m2
XII 1
2
3
4
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
50,000.00 22,022.50 22,943.40 Total :
50,000.00
upah kerja Cat menie besi Cat besi
PEKERJAAN KUNCI DAN KACA (SNI 2002) 1 BH PASANG KUNCI 1.0000 bh 1.0000 bh 0.0100 oh 0.5000 oh 0.0500 oh 0.0050 oh
Lokset MTS IL 8485 SSS setara Dekson Handle LHTR 0016 SSS setara Dekson Pekerja Tukang Kayu Kepala Tukang Mandor
1 BH PASANG KUNCI BULAT 1.0000 bh Kunci Bulat KCBL 8587 BK SSS setara Dekson 0.0050 oh Pekerja 0.5000 oh Tukang Kayu 0.0500 oh Kepala Tukang 0.0030 oh Mandor 1 BH PASANG ENGSEL PINTU 1.0000 bh Engsel pintu 4 " 4x3x3, 2BB ES/EL setara Dekson 0.0150 oh Pekerja 0.1500 oh Tukang Kayu 0.0150 oh Kepala Tukang 0.0008 oh Mandor
1 BH PASANG ENGSEL JENDELA 1.0000 bh Engsel jendela 3 " 3x2 BB setara Dekson 0.0100 oh Pekerja 0.1000 oh Tukang Kayu 0.0100 oh Kepala Tukang 0.0005 oh Mandor
4A 1 PS PASANG ENGSEL JENDELA CASMENT 1.0000 ps Engsel Casment Type FS HD S 250 10"" setara Dekson 0.0150 oh Pekerja 0.1500 oh Tukang Kayu 0.0150 oh Kepala Tukang 0.0080 oh Mandor
5
50,000.00
1 BH PASANG KAIT ANGIN 1.0000 ps Kait Angin Type WR BR SQ 01 10 " SN setara Dekson 0.0150 oh Pekerja 0.1500 oh Tukang besi 0.0150 oh Kepala Tukang
Page 54 of 167
122,500.00 59,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
736.00 41,400.00 4,100.00 512.50 46,748.50
31,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
368.00 41,400.00 4,100.00 307.50 46,175.50
24,500.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
1,104.00 12,420.00 1,230.00 82.00 14,836.00
40,600.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
736.00 8,280.00 820.00 51.25 9,887.25
22,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
1,104.00 12,420.00 1,230.00 820.00 15,574.00
6,825.00 73,600.00 82,800.00 82,000.00
1,104.00 12,420.00 1,230.00
NO
URAIAN
1
2
0.0008
6
7
8
9
oh Mandor
HARGA UPAH (Rp)
3
4
102,500.00 Total :
82.00 14,836.00
1 BH PASANG GRENDEL RABUNCIS 1.0000 bh Grendel Jendela Rabuncis Type CHW 4 LHNH setara Dek 0.0150 oh Pekerja 0.1500 oh Tukang Kayu 0.0150 oh Kepala Tukang 0.0080 oh Mandor
45,500.00 73,600.00 82,800.00 82,000.00 102,500.00
1 PS PASANG DOOR CLOSER 1.0000 bh Door Closer 300 Hold Open setara Dekson 0.0500 oh Pekerja 0.5000 oh Tukang Kayu 0.0500 oh Kepala Tukang 0.0030 oh Mandor
24,500.00 73,600.00 82,800.00 82,000.00 102,500.00
1 PS PASANG ESPANOILET TANAM 2.0000 bh Espagnoilet TanamType FB 040. 8" + 12 SS setara Dekso 0.0150 oh Pekerja 0.1500 oh Tukang Kayu 0.0150 oh Kepala Tukang 0.0080 oh Mandor
38,500.00 73,600.00 82,800.00 82,000.00 102,500.00
1 M2 PASANG KACA, TEBAL 5 MM 1.1000 bh Kaca 0.0150 oh Pekerja 0.1500 oh Tukang besi 0.0150 oh Kepala Tukang 0.0008 oh Mandor
10 1 M2 PASANG KACA, TEBAL 8 MM 1.1000 bh Kaca 0.0150 oh Pekerja 0.1500 oh Tukang besi 0.0150 oh Kepala Tukang 0.0008 oh Mandor
11
HARGA SATUAN (Rp)
1 M2 PASANG KACA, TEBAL 10 MM 1.1000 bh Kaca 0.0150 oh Pekerja 0.1500 oh Tukang besi 0.0150 oh Kepala Tukang 0.0008 oh Mandor
3,680.00 41,400.00 4,100.00 307.50 49,487.50
1,104.00 12,420.00 1,230.00 820.00 15,574.00
39,900.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
1,104.00 11,730.00 1,168.50 82.00 14,084.50
68,600.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
1,104.00 11,730.00 1,168.50 82.00 14,084.50
137,900.00 73,600.00 78,200.00 77,900.00 102,500.00
Page 55 of 167
1,104.00 12,420.00 1,230.00 820.00 15,574.00
1,104.00 11,730.00 1,168.50 82.00 14,084.50
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
12 1 M2 PASANG KACA TEMPERED TEBAL 10 MM 1.1000 bh Kaca 1.0000 ls upah kerja
192,500.00 38,500.00
13 1 M2 PASANG KACA TEMPERED TEBAL 12 MM 1.1000 bh Kaca Standar 1.0000 ls upah kerja
365,400.00 73,080.00
XIII PEK. PENUTUP LANTAI DAN DINDING 7395:2008) 1
1
4
38,500.00 38,500.00
73,080.00 73,080.00
(SNI
1 M2 PASANG LANTAI KERAMIK 30 X 30 CM ex: Ikad 11.1100 bh Keramik 30 x 30 cm 10.0000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.5000 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor 1 M2 PASANG LANTAI KERAMIK 40 X 40 CM ex: Ikad 6.2500 bh Keramik 40 x 40 cm 10.0000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.5000 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor
1A 1 M2 PASANG LANTAI KERAMIK 40 X 40 CM ex: Ikad (anti slip) 6.2500 bh Keramik 40 x 40 cm 10.0000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.5000 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor 1B 1 M2 PASANG LANTAI GRANITE TILE UK. 60 X 60 CM SETARA NIRO GRANITE 1.0000 m2 Granit tile 40 x 40 cm ex. Granito 10.0000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.5000 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor
4,630.96 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
8,400.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
6,720.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
235,200.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total : 1C 1 M2 PASANG LANTAI GRANITE TILE UK. 60 X 60 CM SETARA NIRO GRANITE (ANTI SLIP)
Page 56 of 167
HARGA UPAH (Rp)
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
NO
URAIAN
1
2
1.0000 10.0000 0.0450 1.5000 0.7000 0.3500 0.0350 0.0350
m2 kg m3 kg oh oh oh oh
Granit tile 40 x 40 cm ex. Granito Semen Portland Pasir Pasang Semen warna/semen grouting Pekerja Tukang batu Kepala Tukang Mandor
1D 1 M2 PASANG LANTAI KERAMIK 20 X 20 CM ex: Ikad 25.0000 bh Keramik 20 x 20 cm 10.4000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.6200 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor
2
1 M1 PASANG PLIN KERAMIK 10 X 40 CM 0.6250 bh Keramik 40 x 40 cm 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor
2A 1 M1 PASANG PLIN KERAMIK 10 X 20 CM 2.5000 bj Keramik 20 x 20 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor 3
1 M1 PASANG STEP NOSING GRANITE TILE UK. 30 X 60 1.6600 bj Step noising 30 x 60 cm 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor
Page 57 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
235,200.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
2,187.50 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
6,720.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
1,652.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
4
1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
1,750.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
1,925.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
6,624.00 7,038.00 701.10 512.50 14,875.60
42.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
66,240.00 35,190.00 3,505.50 4,612.50 109,548.00
44,900.90 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00
66,240.00 35,190.00
3A 1 M1 PASANG PLIN GRANITE TILE 10 X 60 CM 1.6600 bj Granite tile uk. 10 x 60 cm 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor
3B 1 M1 PASANG STEP NOSING TILE 8 X 40 CM 2.5000 bj Step noising 8 x 40 cm 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor
3C 1 M1 PASANG BORDER 10 X 20 CM 5.0000 bj Border 10 x 20 cm 0.1860 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.0900 oh Pekerja 0.0900 oh Tukang batu 0.0090 oh Kepala Tukang 0.0050 oh Mandor
4
1 M2 PASANG DINDING KERAMIK 20 X 25 CM ex : Ikad 20.0000 bh Keramik 20 x 20 cm 9.3000 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.9000 oh Pekerja 0.4500 oh Tukang batu 0.0450 oh Kepala Tukang 0.0450 oh Mandor
4A 1 M2 PASANG DINDING 30 x 60 Granite Tile 5.5500 bh Granite Tile 30 x 60 9.3000 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.9000 oh Pekerja 0.4500 oh Tukang batu
Page 58 of 167
HARGA UPAH (Rp)
NO 1
0.0450 0.0450
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
oh Kepala Tukang oh Mandor
4B 1 M2 PASANG DINDING 40 x 40 6.2500 bh Keramik 40 x 40 9.3000 kg Semen Portland 0.0180 m3 Pasir Pasang 1.9400 kg Semen warna/semen grouting 0.9000 oh Pekerja 0.4500 oh Tukang batu 0.0450 oh Kepala Tukang 0.0450 oh Mandor
5
6
7
1 M2 PASANG BATU ALAM 30 X 30 CM 11.8700 bh Batu alam 30 x 30 cm 10.0000 kg Semen Portland 0.0450 m3 Pasir Pasang 1.5000 kg Semen warna/semen grouting 0.7000 oh Pekerja 0.3500 oh Tukang batu 0.0350 oh Kepala Tukang 0.0350 oh Mandor
1 M1 PASANG PLIN KAYU 2 X 10 CM 0.0030 m3 Papan Kayu Kelas II 0.0500 kg Paku sekrup 3,5' 0.1200 oh Pekerja 0.1200 oh Tukang kayu 0.0120 oh Kepala Tukang 0.0060 oh Mandor
1 M2 PASANG LAPISAN FLOOR HARDENER 5.0000 kg Floor Hardener 0.1200 oh Pekerja 0.1200 oh Tukang batu 0.0120 oh Kepala Tukang 0.0060 oh Mandor
77,900.00 102,500.00 Total :
3,505.50 4,612.50 109,548.00
8,400.00 1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
66,240.00 35,190.00 3,505.50 4,612.50 109,548.00
1,100.00 145,000.00 5,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
51,520.00 27,370.00 2,726.50 3,587.50 85,204.00
5,565,000.00 15,750.00 73,600.00 82,800.00 82,000.00 102,500.00 Total :
8,832.00 9,936.00 984.00 615.00 20,367.00
12,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
8,832.00 9,384.00 934.80 615.00 19,765.80
19,600.00 31,200.00 16,590.00 29,400.00 73,600.00
5,152.00
XIV PEKERJAAN PENGECATAN (SNI 2002) 1
1 M2 PENGECATAN BIDANG KAYU BARU (1 LAPIS PLAMIR, 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 0.2000 kg Cat meni 0.1500 kg Dempul 0.1700 kg Cat dasar 0.2600 kg Cat Penutup 2x 0.0700 oh Pekerja
Page 59 of 167
NO 1
0.0090 0.0060 0.0025
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
oh Tukang cat oh Kepala Tukang oh Mandor
1A 1 M2 PEKERJAAN PENGECATAN INTERIOR SETARA DULUX 0.1500 kg Cat tembok setara Dulux 0.1500 kg cat dasar 0.2500 kg Alkali 1.0000 lbr Amplas 0.0750 oh Pekerja 0.0100 oh Tukang cat 0.0100 oh Kepala Tukang 0.0040 oh Mandor 1B 1 M2 PEKERJAAN PENGECATAN WEATHERSHIELD EXTERIOR SETARA DULUX 0.1900 kg Cat tembok setara Dulux 0.1500 kg cat dasar 0.1900 kg Alkali Resistant 1.0000 lbr Amplas 0.1500 oh Pekerja 0.1000 oh Tukang cat 0.0100 oh Kepala Tukang 0.0100 oh Mandor
2
3
4
1 M2 PENGECATAN BIDANG KAYU DENGAN VERNIS 0.1500 kg Vernis 0.0500 kg Dempul 0.1000 lbr Amplas 0.0100 bh Kuas 0.1600 oh Pekerja 0.1600 oh Tukang cat 0.0160 oh Kepala Tukang 0.0025 oh Mandor 1 M2 PENGECATAN TEMBOK BARU (1 LAPIS PLAMIR, 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 0.1000 kg Plamir 0.1000 kg Cat dasar 0.2600 kg Cat Penutup 2x 0.0200 oh Pekerja 0.0630 oh Tukang cat 0.0063 oh Kepala Tukang 0.0025 oh Mandor
1 M2 PENGECATAN TEMBOK LAMA (1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 0.1200 kg Cat dasar 0.1800 kg Cat Penutup 2x 0.0280 oh Pekerja 0.0420 oh Tukang cat
Page 60 of 167
78,200.00 77,900.00 102,500.00 Total :
703.80 467.40 256.25 6,579.45
29,820.00 29,820.00 28,000.00 2,800.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
5,520.00 782.00 779.00 410.00 7,491.00
32,900.00 32,900.00 25,200.00 2,800.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
11,040.00 7,820.00 779.00 1,025.00 20,664.00
36,200.00 31,200.00 2,800.00 8,750.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
11,776.00 12,512.00 1,246.40 256.25 25,790.65
19,250.00 25,620.00 25,620.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
1,472.00 4,926.60 490.77 256.25 7,145.62
25,620.00 25,620.00 73,600.00 78,200.00
2,060.80 3,284.40
NO 1
0.0042 0.0025
5
6
7
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
oh Kepala Tukang oh Mandor
1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI 0.1000 kg Meni besi 0.0100 lbr Kuas 0.0200 oh Pekerja 0.2000 oh Tukang cat 0.0200 oh Kepala Tukang 0.0100 oh Mandor
1 M2 PENGECATAN PERMUKAAN BAJA, 1 LAPIS DENGAN CAT BESI 0.3000 kg Cat besi 0.0060 oh Pekerja 0.0600 oh Tukang cat 0.0120 oh Kepala Tukang 0.0060 oh Mandor
1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR 0.5220 ltr Politur 2.0000 lbr Amplas 0.0600 oh Pekerja 0.0600 oh Tukang cat 0.0160 oh Kepala Tukang 0.0025 oh Mandor
7A 1 M2 POLITUR DENGAN SPRAY 0.2250 Kg Wood Filler 1.0000 Kg Amplas 0.2250 Kg Wood Stain (warna) 0.2250 Kg Sending Seller 0.2500 Kg Clear (Glass Dop) 0.7500 Ltr Tiner 0.3840 oh Pekerja 0.0600 oh Tukang cat 0.0160 oh Kepala Tukang 0.0030 oh Mandor 8
1 M2 WATERPROFING 1.0000 Kg 0.0200 oh 0.0630 oh 0.0063 oh 0.0025 oh
Waterprofing Pekerja Tukang Cat Kepala Tukang Mandor
77,900.00 102,500.00 Total :
327.18 256.25 5,928.63
22,400.00 8,750.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
1,472.00 15,640.00 1,558.00 1,025.00 19,695.00
54,200.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
441.60 4,692.00 934.80 615.00 6,683.40
36,200.00 2,800.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
4,416.00 4,692.00 1,246.40 256.25 10,610.65
37,100.00 2,800.00 38,150.00 40,600.00 18,900.00 24,500.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
28,262.40 4,692.00 1,246.40 307.50 34,508.30
40,500.00 73,600.00 78,200.00 77,900.00 102,500.00
XV PEKERJAAN TETEMPELAN STYLE BALI Page 61 of 167
1,472.00 4,926.60 490.77 256.25 7,145.62
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
1
2
3
4
5
6
7
8
1 M2 PASANGAN BATA GOSOK 2 MUKA 110.0000 bh Bata Gosok 8.4000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
1 M2 PASANGAN PARAS KEROBOKAN 1 MUKA 13.7500 bh Paras Kerobokan 8.4000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
1 M2 PASANGAN BATA GOSOK 1 MUKA 55.0000 bh Bata Gosok 4.2000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
1 M2 PASANGAN PARAS ABU 1 MUKA 18.3333 bh Batu paras 4.2000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
1 M2 PASANGAN PARAS + BATA GOSOK 1 MUKA 55.0000 bh Bata gosok 4.4917 bh Batu paras 5.2500 kg Semen 50 Kg Upah Kerja ( Lumpsum)
1 M2 PASANGAN BATA GOSOK DIUKIR 55.0000 bh Bata gosok 4.2000 kg Semen 50 Kg Upah Pasang (Lumpsum) Upah Ukir( Lumpsum)
1 M2 PASANGAN PARAS DIUKIR 18.3333 bh Batu paras 4.2000 kg Semen 50 Kg Upah Pasang (Lumpsum) Upah Ukir( Lumpsum)
1 M2 PASANGAN PARAS + BATA GOSOK DIUKIR 55.0000 bh Bata gosok 4.4917 bh Batu paras 5.2500 kg Semen 50 Kg Upah Pasang (Lumpsum)
Page 62 of 167
HARGA UPAH (Rp) 4
1,350.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
8,050.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
1,350.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
9,100.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
1,350.00 9,100.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
1,350.00 1,100.00 195,000.00 250,000.00 Total :
195,000.00 250,000.00 445,000.00
9,100.00 1,100.00 195,000.00 250,000.00 Total :
195,000.00 250,000.00 445,000.00
1,350.00 9,100.00 1,100.00 195,000.00
195,000.00
NO 1
HARGA SATUAN (Rp)
URAIAN 2
3
Upah Ukir( Lumpsum)
9
1 M' PASANGAN BATU CANDI HITAM 1 MUKA 1.0500 m2 Batu Candi Hitam 8.4000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
10 1 M' PASANGAN BATU TULUNG AGUNG 1 MUKA 1.0500 m2 Batu Tulung agung 8.4000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
11
1 M2 PASANGAN PARAS PALIMANAN 1 MUKA DIUKIR 1.0500 m2 Paras Palimanan 8.4000 kg Semen 50 Kg Upah Kerja ( Lumpsum)
12 1 M2 TEMPELAN BATU GUNUNG ( EX KARANGASEM ) 20.0000 Bj Bj Batu gunung 2.4000 kg Zak semen 50 kg Upah Kerja ( Lumpsum)
13 I UNIT CANDI BENTAR TINGGI 2,50M 1.9000 m3 Galian tanah pondasi 0.0550 m3 Urugan pasir 0.1100 m3 Batu kosong 1.6350 m3 Pasangan batu kali 0.5320 m3 Beton tumbuk ( pengeresek ) 0.0900 m3 Beton kolom 150 kg 15.2410 m2 Tempelan batu gunung ex karangasem 1.0000 unit Steger
14 I UNIT CANDI BENTAR TINGGI 4,25 M 2.5650 m3 Galian tanah pondasi 0.0700 m3 Urugan pasir 0.1400 m3 Batu kosong 2.1020 m3 Pasangan batu kali 0.9580 m3 Beton tumbuk ( pengeresek ) 0.5715 m3 Beton kolom 150 kg 27.7930 m2 Pek.Batu tulung agung 2.3700 m2 Pek.Paras jogja Putih 1.0000 unit Steger
15 I UNIT CANDI BENTAR 3 TINGKAT TINGGI 14.2 M - PARAS PALIMANAN
Page 63 of 167
HARGA UPAH (Rp) 4
250,000.00 Total :
250,000.00 445,000.00
49,700.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
71,400.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
66,920.00 1,100.00 195,000.00 Total :
195,000.00 195,000.00
19,250.00 1,100.00 195,000.00
57,762.50 136,865.00 381,295.20 638,025.00 704,309.89 3,416,062.20 582,640.00 50,000.00 Total :
57,762.50 136,865.00 381,295.20 638,025.00 704,309.89 3,416,062.20 582,640.00 274,506.00 50,000.00 Total :
195,000.00 195,000.00
NO
URAIAN
1
2
501.3000 12.0000 8.0000 120.0000 192.0000 4.0000 30.0000 4.0000 4.0000 68.0000 1.0000 21.9600
m2 Paras Palimanan diukir unit Karang Gajah besar uk. 0.5 x 1.3 m unit Karang Simbar besar unit Karang Simbar kecil unit Karang Tapel unit Ikut Celedu unit Tempelan daun unit Murda 1/2 uk. 0.8 x 0.25 m unit Murda uk. 0.4 x 0.4 m unit Murda uk. 0.2 x 0.2 m ls Pekerjaan pemasangan m3 Pengresek karang
16 1 UNIT PEKERJAAN PINTU PAGAR TYPE 1 13.5500 m1 Piva Galvanis Ø 1 1/4" 3.9500 m1 Piva Galvanis Ø 1" 16.1963 kg Besi kotak 10/10 22.0000 bh Besi tuang motif bunga 129.0000 bh Besi tuang motif lingkaran 0.0629 m3 Papan bingkirai 160.0000 bh Kawat las 2.0000 bh Roda komplit 1.0000 bh Roda kecil komplit 8.5000 m1 Rel 12.7500 m1 Plat siku 4.2500 m1 Plat strip 86.0000 bh bout 1.0000 bh kunci 6.6000 oh Tukang las 0.6600 oh Kepala tukang las 1.2000 oh Pekerja 0.0800 oh mandor 6.4600 m2 Pengecatan besi 6.2900 m2 Polituran
17 1 UNIT PEKERJAAN PINTU PAGAR TYPE 2 4.7900 m1 Piva Galvanis Ø 1" 2.1595 kg Besi kotak 10/10 3.0000 bh Besi tuang motif bunga 18.0000 bh Besi tuang motif lingkaran 0.0085 m3 Papan bingkirai 15.0000 bh Kawat las 2.0000 bh Engsel Piva 1.0000 bh Grendel besi 1.7000 m1 Plat siku 12.0000 bh bout 2.5000 oh Tukang las 0.2500 oh Kepala tukang las 0.6600 oh Pekerja
Page 64 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
274,506.00 250,000.00 150,000.00 60,000.00 60,000.00 125,000.00 25,000.00 800,000.00 300,000.00 200,000.00 10,000,000.00 704,309.89 Total :
42,000.00 24,850.00 3,500.00 6,000.00 6,000.00 8,830,000.00 2,500.00 40,000.00 30,000.00 70,000.00 17,500.00 7,500.00 750.00 75,000.00 78,200.00 77,900.00 73,600.00 102,500.00 22,943.40 35,107.05 Total :
24,850.00 3,500.00 6,000.00 6,000.00 8,830,000.00 2,500.00 50,000.00 20,000.00 17,500.00 750.00 78,200.00 77,900.00 73,600.00
-
NO
URAIAN
1
2
0.0600 0.9900 0.8000
oh m2 m2
mandor Pengecatan besi Polituran
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
102,500.00 22,943.40 35,107.05 Total :
18 1 UNIT PEKERJAAN PADMASARI 0.8500 m3 Galian tanah pondasi 0.0800 m3 Urugan pasir 0.3200 m3 Pasangan batu kosong 0.9000 m3 Pasangan batu kali 0.2805 m3 Urugan tanah kembali 1.7950 m2 Plesteran 1.7950 m2 Acian 3.8500 m2 Tempelan batu gunung ex karangasem 4.0000 bh Karang gajah 16.0000 bh Karang simbar 4.0000 bh Karang tapel 1.0000 bh Ulon 2.0000 bh Tabing ulon motif naga 1.0000 bh Karang garuda 1.0000 bh karang wisnu 1.0000 bh Karang angsa 0.0240 m3 Beton kolom 150 kg 0.2500 m3 Beton pengeresek
19 1 UNIT PEKERJAAN PENUNGGU KARANG 0.7300 m3 Galian tanah pondasi 0.1200 m3 Urugan pasir 0.2400 m3 Pasangan batu kosong 0.6100 m3 Pasangan batu kali 0.2920 m3 Urugan tanah kembali 0.2420 m2 Plesteran 0.2420 m2 Acian 4.1040 m2 Tempelan batu gunung ex karangasem 4.0000 bh Karang gajah 4.0000 bh ikut celedu 1.0000 bh murda 24.0000 bh Karang simbar 28.0000 bh Karang tapel 0.0376 m3 Beton kolom 0.3200 m3 Beton pengeresek
20 1 UNIT PEKERJAAN PILAR PADURAKSA ( EX BATU TULUNG AGUNG ) 0.5100 m3 Galian tanah pondasi 0.0600 m3 Urugan pasir 0.1300 m3 Pasangan batu kosong 0.2300 m3 Pasangan batu kali 0.2040 m3 Urugan tanah kembali 1.1200 m2 Plesteran
Page 65 of 167
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40 27,919.00 582,640.00 225,000.00 45,000.00 45,000.00 200,000.00 100,000.00 1,150,000.00 600,000.00 400,000.00 3,416,062.20 704,309.89 Total :
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40 27,919.00 582,640.00 225,000.00 60,000.00 200,000.00 45,000.00 45,000.00 3,416,062.20 704,309.89 Total :
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40
-
NO
URAIAN
1
2
0.0400 1.5200 2.3688 0.0616 16.0000 8.0000 1.0000 4.0000
m3 m3 m2 m2 bh bh bh bh
Beton kolom 150 kg Beton pengeresek Tempelan paras ex batu tulung agung Tempelan paras jogja Karang simbar Karang tapel Murda Ikut celedu
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
3,416,062.20 704,309.89 582,640.00 274,506.00 60,000.00 60,000.00 200,000.00 60,000.00 Total :
XVI PEKERJAAN LANDSCAPE 1
2 3 4 5 6 7
8
9
1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 6 CM 1.0000 m2 Paving 10 x 20 cm tebal 6 cm 0.2500 oh Tukang Batu 0.0250 oh Kepala Tukang 0.5000 oh Pekerja 0.0250 oh Mandor 1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 8 C 1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 10 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 6 C 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 8 C 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 10 1 M2 PASANGAN GRASS BLOCK 1.0000 m2 Grass Block 0.0690 m3 Pasir Urug 0.5000 oh Tukang Batu 0.0500 oh Kepala Tukang 1.0000 oh Pekerja 0.0500 oh Mandor
1 M2 PASANGAN KORAL SIKAT 1.2000 zak Koral Sikat 9.2800 kg Semen 0.2000 m3 Pasir pasang 0.2500 oh Tukang Batu 0.0100 oh Kepala Tukang 0.6250 oh Pekerja 0.0310 oh Mandor 1 M1 KANSTEIN BULAT( P: 50, L: 30, T: 10 cm K.225) 1.0000 m1 Kanstein Bulat(P:50,T:30,La:10,Lb:16 cm K225 0.4500 zak Semen 50 Kg 0.0023 m3 Pasir Pasang 0.3500 oh Tukang Batu 0.0350 oh Kepala Tukang 0.9500 oh Pekerja 0.0950 oh Mandor
Page 66 of 167
56,700.00 78,200.00 77,900.00 73,600.00 102,500.00 Total : 58,100.00 60,200.00 56,700.00 59,150.00 61,250.00
19,550.00 1,947.50 36,800.00 2,562.50 60,860.00 60,860.00 60,860.00 60,860.00 60,860.00 60,860.00
36,750.00 94,800.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
39,100.00 3,895.00 73,600.00 5,125.00 121,720.00
35,000.00 1,100.00 145,000.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
19,550.00 779.00 46,000.00 3,177.50 69,506.50
53,500.00 1,100.00 145,000.00 78,200.00 77,900.00 73,600.00 102,500.00
27,370.00 2,726.50 69,920.00 9,737.50
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
10 1 M1 KANSTEIN JUMBO (P :50, L:15, T: 30 CM ,K225) 11 1 M1 KANSTEIN SEGI LIMA JUMBO (P: 50, L :15, T: 40 CM K. 225) 12 1 M2 PENGECATAN KANSTEIN 0.2840 kg Cat 0.0710 kg Thiner 0.0300 oh Tukang Cat 0.0030 oh Kep. Tukang 0.1500 oh Pekerja 0.0150 oh Mandor
HARGA UPAH (Rp) 4
Total : 36,750.00 27,650.00
109,754.00 109,754.00 109,754.00
29,400.00 24,500.00 78,200.00 77,900.00 73,600.00 102,500.00 Total :
2,346.00 233.70 11,040.00 1,537.50 15,157.20
7,350.00 3,780.00 455.00 455.00 6,440.00 45,500.00 75,000.00 Total :
75,000.00 75,000.00
7,350.00 3,780.00 455.00 455.00 6,440.00 45,500.00 2,700.00 25,000.00 Total :
25,000.00 25,000.00
448,000.00 448,000.00 33,600.00 50,000.00 Total :
50,000.00 50,000.00
462,000.00 462,000.00 34,650.00 50,000.00 Total :
50,000.00 50,000.00
XVII PEKERJAAN ELEKTRIKAL 1
2
1 TITIK INSTALASI STOP KONTAK, LAMPU, EXHAUST FAN DAN CEILING FAN 8.0000 m1 Kabel NYM 3 x 2.5 mm ex. Supreme 3.0000 bt Pipa Clipsal 20 mm hitam 2.0000 bh Tee dos clipsal 20 mm hitam 15.0000 bj Klem clipsal 20 mm hitam 3.0000 bj Sock clipsal 20 mm hitam 1.0000 bj Inbow dos plastik clipsal E 157 P 1.0000 ttk Biaya pasang
1 TITIK INSTALASI AC 10.0000 m1 3.0000 bt 1.0000 bh 15.0000 bj 4.0000 bj 1.0000 bj 1.0000 m1 1.0000 ttk
Kabel NYM 3 x 2.5 mm ex. Supreme Pipa Clipsal 20 mm hitam Tee dos clipsal 20 mm hitam Klem clipsal 20 mm hitam Sock clipsal 20 mm hitam Inbow dos plastik clipsal E 157 P Pipa flexible clipsal 20 mm hitam Biaya pasang
2A 1 SET LAMPU V~SHAPE 2 X 18 WATT 1.0000 set Lampu V Shape 0.0750 lot Material bantu (isolasi, las dop, dll) 0.1000 lot Gantungan, mur, baut, dll 1.0000 set Biaya pasang
2B 1 SET LAMPU TL RMI PLATINUM 2 X 18 WATT 1.0000 set Lampu RMI 2 x 18 Watt 0.0750 lot Material bantu (isolasi, las dop, dll) 0.1000 lot Gantungan, mur, baut, dll 1.0000 set Biaya pasang
2C 1 SET LAMPU TL RMI PLATINUM 2 X 36 WATT
Page 67 of 167
NO
URAIAN
1
2
1.0000 0.0750 0.1000 1.0000
set lot lot set
Lampu RMI 2 x 36 Watt Material bantu (isolasi, las dop, dll) Gantungan, mur, baut, dll Biaya pasang
2D 1 SET DOWN LIGHT PLC 8 WATT + COVER 1.0000 set Lampu Down Light PLC 8 watt, Philips (Armatur 2 Kaki + Cover setara SAKA) dia 100 mm 0.0750 0.1000 1.0000
lot Material bantu (isolasi, las dop, dll) lot Gantungan, mur, baut, dll set Biaya pasang
2E 1 SET DOWN LIGHT 14 WATT 1.0000 set Lampu Down Light PLC 14 watt, Philips (Armatur 2 Kaki setara SAKA) dia 125 mm 0.0750 0.1000 1.0000
lot Material bantu (isolasi, las dop, dll) lot Gantungan, mur, baut, dll set Biaya pasang
2F 1 SET LAMPU SPOT 50 WATT/12 VOLT 1.0000 set Lampu 50 Watt/12 Volt 0.0750 lot Material bantu (isolasi, las dop, dll) 0.1000 lot Gantungan, mur, baut, dll 1.0000 set Biaya pasang
2G 1 SET LAMPU DINDING + GENIE 14 WATT 1.0000 set Lampu Dinding 0.0750 lot Material bantu (isolasi, las dop, dll) 0.1000 lot Gantungan, mur, baut, dll 1.0000 set Biaya pasang
2H 1 SET EXHAUST FAN 1.0000 set 0.0750 lot 0.1000 lot 1.0000 set
2I
2J
Celling Exhaust Fan Type Kap 100 setara Panasonic Material bantu (isolasi, las dop, dll) Gantungan, mur, baut, dll Biaya pasang
1 SET LAMPU TL 2X18 WATT +KAP LAMPU SETARA SAKA 1.0000 set Lampu TL 2x18 Watt + kap lampu setara saka 0.0750 lot Material bantu (isolasi, las dop, dll) 0.1000 lot Gantungan, mur, baut, dll 1.0000 set Biaya pasang
1 SET LAMPU DOWN LIGHT 14 WATT PHILIPS
Page 68 of 167
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
3
4
315,000.00 315,000.00 23,625.00 50,000.00 Total :
50,000.00 50,000.00
84,000.00 84,000.00 6,300.00 50,000.00 Total :
50,000.00 50,000.00
91,000.00 91,000.00 6,825.00 50,000.00 Total :
50,000.00 50,000.00
275,000.00 275,000.00 20,625.00 50,000.00 Total :
50,000.00 50,000.00
330,000.00 330,000.00 24,750.00 50,000.00 Total :
50,000.00 50,000.00
224,000.00 224,000.00 16,800.00 50,000.00 Total :
50,000.00 50,000.00
194,040.00 194,040.00 14,553.00 50,000.00 Total :
50,000.00 50,000.00
NO 1
1.0000 0.0750 0.1000 1.0000
set lot lot set
URAIAN
HARGA SATUAN (Rp)
HARGA UPAH (Rp)
2
3
4
59,500.00 59,500.00 4,462.50 50,000.00 Total :
50,000.00 50,000.00
Lampu down light 14 Watt philip Material bantu (isolasi, las dop, dll) Gantungan, mur, baut, dll Biaya pasang
2K PEKERJAAN PIPA REFRIGERANT, DRAIN AC dan POWER LISTRIK 1.0000 ls Pipa Refrigerant (1/4" X 1/2" ) 1.0000 ls Kabel Control (3X2.5mm ) / Remote Instalasi Kabel Power (3X2.5mm ) 16.0000 m - Kabel NYM 3x4 mm² 5.0000 m - Conduit PVC dia 20 mm² 1.0000 bh Tee dos clipsal 20 mm hitam 1.0000 bh Inbow dos plastik clipsal E 157 P 5.0000 bh Sock clipsal 20 mm hitam 9.0000 bh Klem clipsal 20 mm hitam 1.0000 bh Instalasi Stop Kontak AC 10.0000 m Pipa Pembuangan Air PVC AW 3/4" 2.0000 oh Pekerja 1.0000 oh Tukang AC 0.7500 oh Kepala Tukang 0.5000 oh Mandor
3
4
5
1 TITIK INSTALASI TELEPHONE 25.0000 m1 Kabel telephone 8.0000 bt Pipa Clipsal 20 mm putih 1.0000 bh Tee dos clipsal 20 mm putih 25.0000 bj Klem clipsal 20 mm putih 5.0000 bj Sock clipsal 20 mm putih 1.0000 bj Inbow dos plastik clipsal E 157 P 1.0000 ttk Biaya pasang
1 TITIK INSTALASI MATV 20.0000 m1 Coaxial cable 5C-75 ohm commscof 6.0000 bt Pipa Clipsal 20 mm putih 2.0000 bh Tee dos clipsal 20 mm putih 20.0000 bj Klem clipsal 20 mm putih 6.0000 bj Sock clipsal 20 mm putih 1.0000 bj Inbow dos plastik clipsal E 157 P 1.0000 ttk Biaya pasang
1 BUAH SAKLAR TUNGGAL 1.0000 bh Saklar tunggal setara Clipsal 0.0500 oh tukang Listrik 0.0400 oh Kepala Tukang 0.0200 oh Mandor
Page 69 of 167
47,600.00 7,350.00 19,267.50 3,780.00 455.00 45,500.00 6,440.00 455.00 191,080.00 16,590.00 73,600.00 78,200.00 77,900.00 102,500.00 Total :
147,200.00 78,200.00 58,425.00 51,250.00 335,075.00
2,065.00 3,780.00 455.00 455.00 6,440.00 45,500.00 25,000.00 Total :
25,000.00 25,000.00
96,381.25 3,780.00 455.00 455.00 6,440.00 45,500.00 25,000.00 Total :
25,000.00 25,000.00
19,600.00 78,200.00 77,900.00 102,500.00
3,910.00 3,116.00 2,050.00 9,076.00
NO
URAIAN
HARGA SATUAN (Rp)
1
2
3
5A 1 BUAH SAKLAR GANDA 1.0000 bh Saklar Ganda setara Clipsal 0.0500 oh tukang Listrik 0.0400 oh Kepala Tukang 0.0200 oh Mandor
45,500.00 78,200.00 77,900.00 102,500.00
5B 1 BUAH SAKLAR TUKAR 1.0000 bh 0.0500 oh 0.0400 oh 0.0200 oh
Saklar Tukar setara Clipsal tukang Listrik Kepala Tukang Mandor
17,500.00 78,200.00 77,900.00 102,500.00
5C 1 BUAH STOP KONTAK 1.0000 bh 0.0500 oh 0.0400 oh 0.0200 oh
Stop Kontak setara Clipsal tukang Listrik Kepala Tukang Mandor
45,500.00 78,200.00 77,900.00 102,500.00
6
7
8
1 UNIT PEMASANGAN LCD 1.0000 unit LCD Proyektor XGA (1024x768) setara SONY 0.0750 lot Alat Bantu 1.0000 ls Upah pasang
6,125,000.00 6,125,000.00 75,000.00
1 UNIT PEMASANGAN SCREEN MOTORIZED 70" 1.0000 unit Screen Motorize dia 70" 1.0000 unit Braket 1.0000 lot Alat Bantu (Kabel Power, Kabel VGA + Kelengkapan Lain 1.0000 ls Upah pasang
2,012,500.00 315,000.00 12,500.00 75,000.00
1 UNIT INSTALASI PENANGKAL PETIR (1 BLITZEM +2 TOMBAK) 3.0000 bh Blacksem 1" 3.0000 bh Sok Galvanis 1" 2.0000 bt GIP Galvanis 1" 47.5500 m1 Kawat BC 50 mm2 6.0000 bh Klem Begel 1" 3.0000 bh Klem sisir 50 mm2 1.0000 bh Kotak Kontrol 10 cm x 15 cm 1.0000 bh Perluv sok 1" 10.0000 bt Pipa Conduit PVC 3/4" 1.0000 ls Biaya pasang instalasi 6.0000 m1 Biaya pengeboran
9A MEMASANG 1 UNIT AC 1 PK TYPE INVENTER 1.0000 unit Kayu Merbau Papan 20% x harga pipa
37,500.00 52,250.00 45,000.00 14,490.00 27,000.00 44,000.00 337,500.00 48,125.00 34,869.30 675,000.00 80,000.00 Total : 3,213,000.00
Perlengkapan
Page 70 of 167
HARGA UPAH (Rp) 4
3,910.00 3,116.00 2,050.00 9,076.00
3,910.00 3,116.00 2,050.00 9,076.00
3,910.00 3,116.00 2,050.00 9,076.00
75,000.00 75,000.00
75,000.00 75,000.00
675,000.00 480,000.00 1,155,000.00
NO
URAIAN
HARGA SATUAN (Rp)
2
3
1
3.0000 1.5000 0.5000 0.0625
oh oh oh oh
Pekerja Tukang AC Kepala Tukang Mandor
73,600.00 78,200.00 77,900.00 102,500.00 Total :
9B MEMASANG 1 UNIT AC 1,5 PK TYPE INVENTER 1.0000 unit Alluminium foil Single 20% x harga pipa
3.0000 1.5000 0.5000 0.0625
oh oh oh oh
Perlengkapan Pekerja Tukang AC Kepala Tukang Mandor
3.0000
Perlengkapan oh Pekerja
1.5000 0.5000 0.0625
oh Tukang AC oh Kepala Tukang oh Mandor
4
220,800.00 117,300.00 38,950.00 6,406.25 383,456.25
4,147,500.00
73,600.00 78,200.00 77,900.00 102,500.00 Total :
9C MEMASANG 1 UNIT AC 2 PK TYPE INVENTER 1.0000 unit Playwood tbl 9 mm uk. 120 x 240 20% x harga pipa
HARGA UPAH (Rp)
Page 71 of 167
220,800.00 117,300.00 38,950.00 6,406.25 383,456.25
4,423,776.00
73,600.00
220,800.00
78,200.00 77,900.00 102,500.00 Total :
117,300.00 38,950.00 6,406.25 383,456.25
N HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
9,625.00 2,750.00 55,440.00 775.00 1,530.00 176,400.00 609.00 10,080.00
257,209.00
306,899.00
10,080.00 203.00 5,880.00
16,163.00
33,135.50
481,250.00 151,200.00 8,627.50 8,162.00 38,500.00 21,750.00 15,500.00 25,500.00 36,000.00 11,357.50 31,000.00 3,192.00 14,437.50 3,465.00
Page 72 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
849,941.50
1,269,436.50
13,090.00 176,400.00 3,045.00 11,550.00 4,650.00 8,500.00 61,200.00
278,435.00
539,160.00
23,100.00 231,840.00 7,105.00 61,200.00
323,245.00
538,470.00
12,485.00
9,625.00 156,240.00 3,045.00 19,800.00 4,650.00 8,500.00 61,200.00 77,962.50
341,022.50
601,747.50
30,240.00 812.00 37,700.00
Page 73 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
68,752.00
93,745.75
7,700.00 8,650.00
16,350.00
39,737.30
30,675.00 16,650.00 1,450.00
48,775.00
127,500.00
524,823.70
494,073.70
57,762.50
70,852.50
84,147.50
76,880.00
Page 74 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
116,550.00
92,932.50
28,751.10
4,192.50
25,313.00
11,100.00
11,100.00
28,451.10
41,925.00
113,760.00
113,760.00
136,865.00
69,600.00
Page 75 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
69,600.00
82,177.50
162,000.00
162,000.00
182,962.50
81,600.00
81,600.00
123,525.00
127,200.00
127,200.00
148,162.50
245,400.00 222,200.00 70,325.00
537,925.00
720,505.00
245,400.00 179,300.00 75,400.00
500,100.00
682,680.00
245,400.00 149,600.00 78,880.00
Page 76 of 167
HARGA BAHAN (Rp) 5
473,880.00
HARGA JUMLAH (Rp) 6
656,460.00
245,400.00 128,700.00 81,345.00
455,445.00
638,025.00
245,400.00 100,100.00 84,680.00
430,180.00
612,760.00
98,160.00 213,400.00 48,360.00 79,560.00 934,920.00 170,100.00
1,544,500.00
1,885,256.50
92,025.00 213,400.00 48,360.00 79,560.00
433,345.00
690,974.50
245,400.00 40,953.60
Page 77 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
286,353.60
381,295.20
168,000.00 47,850.00 11,600.00
227,450.00
291,883.00
168,000.00 36,245.00 13,195.00
217,440.00
281,873.00
168,000.00 29,205.00 13,485.00
210,690.00
275,123.00
168,000.00 24,420.00 14,790.00
207,210.00
271,643.00
168,000.00 20,350.00 17,690.00
Page 78 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
206,040.00
270,473.00
84,000.00 20,845.00 5,510.00
110,355.00
142,571.50
84,000.00 15,807.00 5,800.00
105,607.00
137,823.50
84,000.00 12,650.00 6,235.00
102,885.00
135,101.50
84,000.00 10,648.00 6,525.00
101,173.00
133,389.50
84,000.00 9,152.00 7,105.00
Page 79 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
100,257.00
132,473.50
84,000.00 7,150.00 7,250.00
98,400.00
130,616.50
24,687.50 8,250.00 3,915.00 14,469.00
51,321.50
85,010.00
24,687.50 8,250.00 3,915.00
36,852.50
70,541.00
113,300.00 12,750.00
126,050.00
158,266.50
144,210.00 12,750.00
156,960.00
189,176.50
Page 80 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
1,155,000.00 12,100.00 5,075.00
1,172,175.00
1,204,391.50
34,500.00 91,630.00 121.80 16,800.00
143,051.80
155,166.80
17,054.40 2,320.00
19,374.40
55,890.40
11,246.40 2,900.00
14,146.40
50,662.40
8,553.60 3,335.00
11,888.60
48,404.60
Page 81 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
6,864.00 3,480.00
10,344.00
46,860.00
5,702.40 3,770.00
9,472.40
45,988.40
4,857.60 3,915.00
8,772.60
45,288.60
3,801.60 4,205.00
8,006.60
44,522.60
14,995.20 3,915.00
18,910.20
67,803.20
11,404.80 4,495.00
Page 82 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
15,899.80
64,792.80
9,152.00 4,640.00
13,792.00
62,685.00
7,603.20 5,075.00
12,678.20
61,571.20
6,476.80 5,220.00
11,696.80
60,589.80
550.00 1,885.00
2,435.00
43,129.00
64,635.00
64,635.00
93,791.00
4,752.00 870.00
Page 83 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
5,622.00
37,838.50
3,418.80
3,418.80
21,767.00
1,760.00
1,760.00
10,370.60
6,974.00 1,740.00
8,714.00
45,230.00
3,575.00
3,575.00
27,919.00
8,000.00
8,000.00
33,264.00
Page 84 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
6,160,000.00 12,687.50 12,500.00
6,185,187.50
8,647,262.50
3,528,000.00 12,687.50 12,500.00
3,553,187.50
5,663,537.50
222,600.00 525.00
223,125.00
346,280.00
117,600.00 525.00
118,125.00
241,280.00
198,600.00 6,250.00
204,850.00
556,575.00
Page 85 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
119,160.00 39,900.00 3,750.00
162,810.00
444,190.00
356,160.00 6,250.00
362,410.00
714,135.00
139,125.00 315.00 6,250.00 46,000.00
191,690.00
543,415.00
142,464.00 315.00 6,250.00 46,000.00
195,029.00
476,409.00
297,900.00 1,575.00
Page 86 of 167
HARGA BAHAN (Rp) 5
299,475.00
HARGA JUMLAH (Rp) 6
565,124.50
127,104.00 315.00 6,250.00 27,650.00
161,319.00
442,699.00
124,125.00 315.00 10,000.00 27,650.00 36,500.00
198,590.00
479,970.00
450,000.00 125,000.00 575,000.00
575,000.00
6,160,000.00 117,000.00 47,040.00
6,324,040.00
7,730,940.00
6,720,000.00 117,000.00 47,040.00
Page 87 of 167
HARGA BAHAN (Rp) 5
6,884,040.00
HARGA JUMLAH (Rp) 6
9,240,597.50
6,160,000.00 117,000.00 25,200.00
6,302,200.00
7,146,340.00
91,630.00 23,436.00 2,537.50
117,603.50
134,576.00
91,630.00 46,872.00 2,537.50
141,039.50
158,012.00
924,000.00 2,030.00
926,030.00
946,397.00
100,793.00 2,030.00
Page 88 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
102,823.00
148,850.50
106,683.50 2,537.50
109,221.00
152,266.00
33,390.00 1,015.00
34,405.00
60,477.50
22,260.00 507.50
22,767.50
48,840.00
16,695.00 507.50
17,202.50
43,275.00
16,695.00 507.50
Page 89 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
17,202.50
43,275.00
18,375.00 507.50
18,882.50
44,955.00
156,800.00 1,522.50
158,322.50
211,132.50
156,800.00 1,522.50 23,779.00 7,000.00
189,101.50
241,911.50
156,800.00 1,522.50 23,779.00 7,000.00
189,101.50
259,446.50
Page 90 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
38,955.00 1,015.00 2,362.50
42,332.50
253,367.50
18,480.00 507.50
18,987.50
27,796.00
271,700.00 96,210.71 94,350.00 10,750.00
473,010.71
626,644.41
303,600.00 91,671.43 95,577.78 10,750.00
501,599.21
655,232.91
328,900.00 88,460.71 96,050.00 10,750.00
Page 91 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
524,160.71
677,794.41
358,600.00 84,142.86 97,183.33 10,750.00
550,676.19
704,309.89
387,200.00 80,932.14 97,372.22 10,750.00
576,254.37
729,888.07
408,100.00 77,278.57 98,883.33 10,750.00
595,011.90
748,645.60
422,400.00 76,614.29 98,127.78 10,750.00
607,892.06
761,525.76
446,600.00 75,728.57 96,900.00 10,750.00
Page 92 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
629,978.57
783,612.27
454,300.00 75,396.43 96,427.78 10,750.00
636,874.21
790,507.91
482,900.00 74,178.57 95,011.11 10,750.00
662,839.68
816,473.38
492,800.00 73,846.43 94,444.44 10,750.00
671,840.87
825,474.57
77,910.00 2,175.00
80,085.00
91,666.30
87,939.93 725.00
Page 93 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
88,664.93
92,718.23
144,000.00 15,876.00 1,015.00
8,500.00 169,391.00
181,491.00
33,600.00 3,150.00 900.00
37,650.00 18,825.00
102,247.00 83,422.00
33,600.00 3,150.00 900.00
37,650.00 18,825.00
102,247.00 83,422.00
33,600.00 4,200.00 1,800.00 36,750.00 20,825.00
97,175.00 48,587.50
179,163.50 130,576.00
33,600.00 4,200.00
Page 94 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
1,800.00 44,100.00 20,825.00 13,702.00
118,227.00 59,113.50
200,215.50 141,102.00
33,600.00 4,200.00 1,800.00 36,750.00 20,825.00 44,200.00
141,375.00 70,687.50
223,363.50 152,676.00
33,600.00 4,200.00 1,800.00 36,750.00 20,825.00
97,175.00 48,587.50
179,163.50 130,576.00
15,876.00 1,050.00 144,000.00 15,000.00
160,050.00
172,482.50
25,200.00 4,200.00 1,800.00
Page 95 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
49,000.00 20,825.00 13,702.00 8,000.00
122,727.00 61,363.50 30,681.75
204,715.50 143,352.00 112,670.25
25,200.00 4,200.00 1,350.00 36,750.00 20,825.00 44,200.00
132,525.00 66,262.50
214,513.50 148,251.00
22,176.00 6,300.00 192,500.00
220,976.00
237,386.00
168,000.00 15,750.00 3,600.00 1,164,940.00 212,625.00 369,600.00 83,700.00 137,700.00
Page 96 of 167
HARGA BAHAN (Rp) 5
2,155,915.00
HARGA JUMLAH (Rp) 6
2,804,822.30
226,800.00 21,000.00 5,400.00 1,558,200.00 283,500.00 369,600.00 83,700.00 137,700.00
2,685,900.00
3,416,062.20
336,000.00 42,000.00 18,000.00 2,337,300.00 425,250.00 369,600.00 83,700.00 137,700.00 441,000.00 208,250.00 7,700,000.00
12,098,800.00
13,007,601.20
268,800.00 33,600.00 14,400.00 1,558,200.00 283,500.00 369,600.00 83,700.00 137,700.00 411,600.00
Page 97 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
166,600.00 6,160,000.00
9,487,700.00
10,281,200.70
268,800.00 33,600.00 14,400.00 1,168,650.00 212,625.00 369,600.00 83,700.00 137,700.00 352,800.00 166,600.00 12,320,000.00
15,128,475.00
15,777,616.00
201,600.00 33,600.00 14,400.00 1,164,940.00 212,625.00 369,600.00 83,700.00 137,700.00 470,400.00 166,600.00 9,240,000.00
12,095,165.00
12,744,072.30
210,000.00
Page 98 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
31,500.00 10,800.00 1,558,200.00 283,500.00 369,600.00 83,700.00 137,700.00 308,700.00 148,750.00 5,390,000.00
8,532,450.00
9,262,612.20
1,680.00 105.00 22,260.00 4,252.50 4,400.00 930.00 1,530.00
35,157.50
54,579.40
2,520.00 210.00 26,712.00 4,725.00 6,050.00 1,395.00 2,550.00
44,162.00
76,231.30
Page 99 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
250,000.00 55,888.91 148,224.41 45,411.33 499,524.65
499,524.65
250,000.00 99,366.84 197,632.54 54,699.94 601,699.33
601,699.33
325,000.00 325,000.00
450,000.00
15,000.00 15,000.00
55,000.00
61,600.00
61,600.00
78,920.00
96,250.00
96,250.00
113,570.00
21,250.00 8,800.00 4,640.00
34,690.00
82,535.00
Page 100 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
24,500.00 8,800.00 4,640.00
37,940.00
85,785.00
16,275.00 2,040.00
18,315.00
35,706.50
66,480.00 94,500.00
160,980.00
178,988.40
558,000.00 2,030.00
560,030.00
595,817.60
18,160.00 609.00 507.50 22,260.00
41,536.50
74,306.50
87,750.00 5,500.00
93,250.00
108,995.00
Page 101 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
31,780.00 203.00
31,983.00
46,890.00
170,625.00 17,062.50 47,250.00 13,213.50 13,766.04 261,917.04
336,917.04
208,299.00
208,299.00
224,709.00
13,620.00 406.00
14,026.00
32,133.00
95,000.00 50,000.00 120,000.00 90,000.00
355,000.00
394,105.00
85,000.00 50,000.00 19,200.00
Page 102 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
154,200.00
163,865.00
83,475.00 101.50
83,576.50
219,356.50
22,050.00 1,015.00
23,065.00
31,602.50
11,466.00 1,732.50
43,200.00 44,550.00 100,948.50
113,371.00
9,682.40 1,732.50
43,200.00 44,550.00 99,164.90
111,587.40
16,406.25 1,732.50
18,138.75
30,561.25
Page 103 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
13,125.00 2,250.00
15,375.00
25,558.50
46,728.50 57,000.00 48,132.00 7,000.00 3,150.00 162,010.50
212,010.50
193,914.00 1,732.50
193,914.00
206,336.50
16,800.00 1,575.00
18,375.00
26,912.50
1,504,790.00 90,287.40
1,595,077.40
1,940,455.30
1,930,600.00 115,836.00
2,046,436.00
2,391,813.90
Page 104 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
293,440.00 6,600.00 1,450.00
301,490.00
625,640.00
1,870,820.00 6,600.00 1,450.00
1,878,870.00
2,203,020.00
1,452,500.00 87,150.00 6,600.00 1,450.00
1,547,700.00
1,717,540.00
721,000.00 43,260.00 6,600.00 1,450.00
772,310.00
942,150.00
625,100.00 37,506.00 6,600.00 1,450.00
670,656.00
894,301.00
Page 105 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
1,930,600.00 115,836.00 6,600.00 1,450.00
2,054,486.00
2,278,131.00
450,000.00 60,000.00 85,000.00 71,400.00
666,400.00
890,045.00
175,000.00 10,500.00 185,500.00
210,500.00
246,400.00 14,784.00 261,184.00
286,184.00
-
25,000.00
1,229,200.00 73,752.00 1,302,952.00
1,362,952.00
185,000.00 33,300.00
Page 106 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
218,300.00
615,261.00
24,780.00 27,384.00 29,820.00 8,673.00 9,584.40 10,437.00
33,453.00 36,968.40 40,257.00
47,934.00 51,449.40 54,738.00
57,708.00 58,086.00 81,900.00 129,360.00 20,197.80 20,330.10 28,665.00 45,276.00
77,905.80 78,416.10 110,565.00 174,636.00
101,886.30 102,396.60 134,545.50 198,616.50
16,590.00 19,908.00 29,820.00 36,498.00 43,134.00 5,806.50 6,967.80 10,437.00 12,774.30 15,096.90
Page 107 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
22,396.50 26,875.80 40,257.00 49,272.30 58,230.90
30,390.00 34,869.30 48,250.50 57,265.80 66,224.40
64,680.00 22,638.00
87,318.00
99,308.25
82,908.00 29,017.80
111,925.80
123,916.05
116,130.00 165,480.00 40,645.50 57,918.00
156,775.50 223,398.00
174,766.00 241,388.50
226,800.00 56,700.00
283,500.00
301,490.50
31,500.00 62.50
Page 108 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
31,562.50
41,410.00
133,630.00 1,250.00
134,880.00
151,351.50
105,393.40 1,250.00
106,643.40
123,114.90
76,116.60 1,250.00
77,366.60
93,838.10
53,939.90 1,250.00
55,189.90
71,661.40
136,461.92 95,805.50 397,726.37 2,604,864.15 156,000.00 1,176,231.78 335,028.00 570,783.18 999,162.67 1,116,817.50
Page 109 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
7,588,881.07
7,588,881.07
12,075.00
12,075.00
21,681.15
110,000.00 101,500.00 53,900.00
265,400.00
297,420.50
47,670.00 152.25 99,370.00
147,192.25
191,593.00
148,500.00 126,500.00 462.00 18,000.00
166,962.00
233,220.25
315,000.00 57,600.00 31,500.00 140,000.00
544,100.00
845,415.00
Page 110 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
350,000.00 57,600.00 31,500.00 140,000.00
579,100.00
880,415.00
350,000.00 399,000.00 31,500.00 140,000.00
920,500.00
1,221,815.00
350,000.00 403,200.00 31,500.00 140,000.00
924,700.00
1,226,015.00
38,710.00 38,710.00
77,420.00
119,617.50
189,630.00 18,963.00 40,521.40 42,215.86 291,330.26
341,330.26
24,916.50 2,491.65
Page 111 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
4,404.50 4,588.68 36,401.33
86,401.33
122,500.00 59,500.00
182,000.00
228,748.50
31,500.00
31,500.00
77,675.50
24,500.00
24,500.00
39,336.00
40,600.00
40,600.00
50,487.25
22,750.00
22,750.00
38,324.00
6,825.00
Page 112 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
6,825.00
21,661.00
45,500.00
45,500.00
61,074.00
24,500.00
24,500.00
73,987.50
77,000.00
77,000.00
92,574.00
43,890.00
43,890.00
57,974.50
75,460.00
75,460.00
89,544.50
151,690.00
151,690.00
165,774.50
Page 113 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
211,750.00 211,750.00
250,250.00
401,940.00 401,940.00
475,020.00
51,450.00 11,000.00 6,525.00 8,250.00
77,225.00
162,429.00
52,500.00 11,000.00 6,525.00 8,250.00
78,275.00
163,479.00
42,000.00 11,000.00 6,525.00 8,250.00
67,775.00
152,979.00
235,200.00 11,000.00 6,525.00 8,250.00
260,975.00
346,179.00
Page 114 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
235,200.00 11,000.00 6,525.00 8,250.00
260,975.00
346,179.00
54,687.50 11,440.00 6,525.00 8,910.00
81,562.50
166,766.50
4,200.00 204.60 2,610.00 10,670.00
17,684.60
32,560.20
4,130.00 204.60 2,610.00 10,670.00
17,614.60
32,490.20
204.60 2,610.00 10,670.00
13,484.60
28,360.20
Page 115 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
204.60 2,610.00 10,670.00
13,484.60
28,360.20
4,375.00 204.60 2,610.00 10,670.00
17,859.60
32,735.20
9,625.00 204.60 2,610.00 10,670.00
23,109.60
37,985.20
840.00 10,230.00 2,610.00 10,670.00
24,350.00
133,898.00
249,200.00 10,230.00 2,610.00 10,670.00
Page 116 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
272,710.00
382,258.00
52,500.00 10,230.00 2,610.00 10,670.00
76,010.00
185,558.00
11,000.00 6,525.00 8,250.00
25,775.00
110,979.00
16,695.00 787.50
17,482.50
37,849.50
62,500.00
62,500.00
82,265.80
3,920.00 4,680.00 2,820.30 7,644.00
Page 117 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
19,064.30
25,643.75
4,473.00 4,473.00 7,000.00 2,800.00
18,746.00
26,237.00
6,251.00 4,935.00 4,788.00 2,800.00
18,774.00
39,438.00
5,430.00 1,560.00 280.00 87.50
7,357.50
33,148.15
1,925.00 2,562.00 6,661.20
11,148.20
18,293.82
3,074.40 4,611.60
Page 118 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
7,686.00
13,614.63
2,240.00 87.50
2,327.50
22,022.50
16,260.00
16,260.00
22,943.40
18,896.40 5,600.00
24,496.40
35,107.05
8,347.50 2,800.00 8,583.75 9,135.00 4,725.00 18,375.00
51,966.25
86,474.55
40,500.00
40,500.00
47,645.62
Page 119 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
148,500.00 9,240.00 157,740.00
352,740.00
110,687.50 9,240.00 119,927.50
314,927.50
74,250.00 4,620.00 78,870.00
273,870.00
166,833.33 4,620.00 171,453.33
366,453.33
74,250.00 40,874.17 5,775.00 120,899.17
315,899.17
74,250.00 4,620.00
78,870.00
523,870.00
166,833.33 4,620.00
171,453.33
616,453.33
74,250.00 40,874.17 5,775.00
Page 120 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
120,899.17
565,899.17
52,185.00 9,240.00 61,425.00
256,425.00
74,970.00 9,240.00 84,210.00
279,210.00
70,266.00 9,240.00 79,506.00
274,506.00
385,000.00 2,640.00 387,640.00
385,000.00 2,640.00 195,000.00 582,640.00
57,762.50 136,865.00 381,295.20 638,025.00 704,309.89 3,416,062.20 582,640.00 50,000.00 5,966,959.79
57,762.50 136,865.00 381,295.20 638,025.00 704,309.89 3,416,062.20 582,640.00 274,506.00 50,000.00 6,241,465.79
Page 121 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
274,506.00 250,000.00 150,000.00 60,000.00 60,000.00 125,000.00 25,000.00 800,000.00 300,000.00 200,000.00 10,000,000.00 704,309.89 12,948,815.89
-
42,000.00 24,850.00 3,500.00 6,000.00 6,000.00 8,830,000.00 2,500.00 40,000.00 30,000.00 70,000.00 17,500.00 7,500.00 750.00 75,000.00 78,200.00 77,900.00 73,600.00 102,500.00 22,943.40 35,107.05 9,545,850.45
24,850.00 3,500.00 6,000.00 6,000.00 8,830,000.00 2,500.00 50,000.00 20,000.00 17,500.00 750.00 78,200.00 77,900.00 73,600.00
Page 122 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
-
102,500.00 22,943.40 35,107.05 9,351,350.45
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40 27,919.00 582,640.00 225,000.00 45,000.00 45,000.00 200,000.00 100,000.00 1,150,000.00 600,000.00 400,000.00 3,416,062.20 704,309.89 8,775,121.36
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40 27,919.00 582,640.00 225,000.00 60,000.00 200,000.00 45,000.00 45,000.00 3,416,062.20 704,309.89 6,585,121.36
57,762.50 136,865.00 381,295.20 638,025.00 19,254.17 45,988.40
Page 123 of 167
HARGA BAHAN (Rp) 5
HARGA JUMLAH (Rp) 6
3,416,062.20 704,309.89 582,640.00 274,506.00 60,000.00 60,000.00 200,000.00 60,000.00 6,636,708.36
56,700.00
56,700.00 58,100.00 60,200.00 56,700.00 59,150.00 61,250.00
117,560.00 118,960.00 121,060.00 117,560.00 120,010.00 122,110.00
36,750.00 6,541.20
43,291.20
165,011.20
42,000.00 10,208.00 29,000.00
81,208.00
150,714.50
53,500.00 495.00 333.50
Page 124 of 167
HARGA BAHAN (Rp) 5
HARGA JUMLAH (Rp) 6
54,328.50 37,578.50 28,478.50
164,082.50 147,332.50 138,232.50
8,349.60 1,739.50
10,089.10
25,246.30
58,800.00 11,340.00 910.00 6,825.00 19,320.00 45,500.00 142,695.00
217,695.00
73,500.00 11,340.00 455.00 6,825.00 25,760.00 45,500.00 2,700.00 166,080.00
191,080.00
448,000.00 33,600.00 3,360.00 484,960.00
534,960.00
462,000.00 34,650.00 3,465.00 500,115.00
550,115.00
Page 125 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
315,000.00 23,625.00 2,362.50 340,987.50
390,987.50
84,000.00 6,300.00 630.00 90,930.00
140,930.00
91,000.00 6,825.00 682.50 98,507.50
148,507.50
275,000.00 20,625.00 2,062.50 297,687.50
347,687.50
330,000.00 24,750.00 2,475.00 357,225.00
407,225.00
224,000.00 16,800.00 1,680.00 242,480.00
292,480.00
194,040.00 14,553.00 1,455.30 210,048.30
260,048.30
Page 126 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
59,500.00 4,462.50 446.25 64,408.75
114,408.75
47,600.00 7,350.00 308,280.00 18,900.00 455.00 45,500.00 32,200.00 4,095.00 191,080.00
655,460.00
990,535.00
51,625.00 30,240.00 455.00 11,375.00 32,200.00 45,500.00 171,395.00
196,395.00
1,927,625.00 22,680.00 910.00 9,100.00 38,640.00 45,500.00 2,044,455.00
2,069,455.00
19,600.00
19,600.00
28,676.00
Page 127 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
45,500.00
45,500.00
54,576.00
17,500.00
17,500.00
26,576.00
45,500.00
45,500.00
54,576.00
6,125,000.00 459,375.00 6,584,375.00
6,659,375.00
2,012,500.00 315,000.00 12,500.00 2,340,000.00
2,415,000.00
112,500.00 156,750.00 90,000.00 688,999.50 162,000.00 132,000.00 337,500.00 48,125.00 348,693.00
2,076,567.50
3,231,567.50
3,213,000.00 642,600.00
Page 128 of 167
HARGA BAHAN (Rp)
HARGA JUMLAH (Rp)
5
6
3,855,600.00
4,239,056.25
4,147,500.00 829,500.00
4,977,000.00
5,360,456.25
4,423,776.00 884,755.20
5,308,531.20
5,691,987.45
Page 129 of 167
REKAPITULASI DAFTAR HARGA SATUAN PEKERJAAN NO 1 I 1 2 3 4 5 6 7 8 9 10 11 12
URAIAN PEKERJAAN 2 PEKERJAAN PERSIAPAN (SNI 03-2835-2002) 1 M1 PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 METER 1 M1 PENGUKURAN DAN PEMASANGAN BOWPLANK 1 M2 PEMBUATAN KANTOR SEMENTARA, DENGAN LANTAI PLESTERAN 1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT-ALAT 1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU 1 M2 MEMBERSIHKAN LAPANGAN DAN PERATAAN 1 M2 PEMBUATAN BEDENG BURUH 1 M2 PEMBUATAN BAK ADUKAN UKURAN (40X50X20) CM 1 M2 PEMBUATAN STEGGER DARI BAMBU 1 M2 PEMBUATAN JALAN SEMENTARA 1 M3 BONGKARAN BETON BERTULANG 1 M3 BONGKARAN DINDING TEMBOK BATA MERAH
II 1 2 3 4 5 6 6A 7 8 8A 9 10 11 12 13 14 15
PEKERJAAN TANAH (SNI 2835 : 2008) 1 M3 GALIAN TANAH BIASA DALAM 1 METER 1 M3 GALIAN TANAH BIASA DALAM 2 METER 1 M3 GALIAN TANAH BIASA DALAM 3 METER 1 M3 GALIAN TANAH KERAS DALAM 1METER 1 M3 GALIAN TANAH CADAS DALAM 1 METER 1 M3 GALIAN TANAH LUMPUR DALAM 1 METER 1 M3 GALIAN TANAH DENGAN ALAT BERAT 1 M2 PEKERJAAN STRIPPING SETINGGI 1 METER 1 M3 PEMBUANGAN TANAH SEJAUH 15 METER 1 M3 PEMBUANGAN TANAH KELUAR PROYEK DENGAN ALAT BERAT 1 M3 URUGAN KEMBALI 1 M3 PEMADATAN TANAH ( Per 20 Cm ) 1 M3 URUGAN PASIR 1 M3 PEMASANGAN LAPISAN IJUK TEBAL 10 CM 1 M3 URUGAN SIRTU PADAT Untuk Peninggian Lantai Bangunan 1 M3 URUGAN TANAH PILIHAN DIPADATKAN 1 M3 URUGAN LIMESTONE PADAT
III 1 2 3 4 5 6 7 8
PEKERJAAN PONDASI (SNI 2836 : 2008) 1 M3 BATU KALI CAMP. 1 PC : 3 PS 1 M3 BATU KALI CAMP. 1 PC : 4 PS 1 M3 BATU KALI CAMP. 1 PC : 5 PS 1 M3 BATU KALI CAMP. 1 PC : 6 PS 1 M3 BATU KALI CAMP. 1 PC : 8 PS 1 M3 PASANGAN PONDASI SIKLOP, 40% BATU KALI 1 M3 PASANGAN PONDASI SUMURAN DIAMETER 1 M 1 M3 PASANGAN BATU KOSONG
IV
PEKERJAAN DINDING
(SNI 6897 : 2008)
NO 1 1 2 3 4 5 6 7 8 9 10 11 12 13 13A 13B 14 15
URAIAN PEKERJAAN 2 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 2 PS 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 3 PS 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 4 PS 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 5 PS 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA CAMP. 1 PC : 6 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 2 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 3 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 4 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 5 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 6 PS 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA CAMP. 1 PC : 8 PS 1 M2 PASANGAN DINDING HOLLOWBLOCK (HB. 10) 1 M2 PASANGAN DINDING HOLLOWBLOCK (HB. 10) TANPA BESI 1 M2 PASANGAN BATA RINGAN TEBAL 10 CM 1 M2 PASANGAN BATA RINGAN TEBAL 12,5 CM 1 M2 PASANGAN DINDING Terawang/Roster (12 x 11 x 24) CM 1 M2 PASANGAN DINDING BEDEG, RANGKA KAYU
V 1 2 3 4 5 6 7 8 9 10 11 12 13 13A 14 15 16 17 18 18A
PEKERJAAN PLESTERAN (SNI 2837 : 2008) 1 M2 PLESTERAN CAMP. 1 PC : 1 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 2 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 3 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 4 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 5 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 6 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 8 PS TEBAL 15 MM 1 M2 PLESTERAN CAMP. 1 PC : 2 PS TEBAL 20 MM 1 M2 PLESTERAN CAMP. 1 PC : 3 PS TEBAL 20 MM 1 M2 PLESTERAN CAMP. 1 PC : 4 PS TEBAL 20 MM 1 M2 PLESTERAN CAMP. 1 PC : 5 PS TEBAL 20 MM 1 M2 PLESTERAN CAMP. 1 PC : 6 PS TEBAL 20 MM 1 M2 PLESTERAN SKONING 1 PC : 2 PS, TEBAL 10 MM 1 M2 PLESTERAN DENGAN SEMEN INSTAN 1 M2 PLESTERAN CIPRAT 1 PC : 2 PS 1 M2 FINISHING SIAR PASANGAN DINDING BATA MERAH (=20 M') 1 M2 FINISHING SIAR PASANGAN DINDING CONBLOCK EKSPOSE (= 8 M') 1 M2 FINISHING SIAR PASANGAN BATU KALI ADUKAN 1PC : 2 PS 1 M2 PEKERJAAN ACIAN 1 M2 PEKERJAAN ACIAN DENGAN SEMEN INSTAN
VI 1 2 3 4 5 6
PEKERJAAN KAYU (SNI 3434 : 2008) MEMBUAT DAN MEMASANG 1 M3 KUSEN PINTU DAN JENDELA KAYU KELAS I MEMBUAT DAN MEMASANG 1 M3 KUSEN PINTU DAN JENDELA KAYU KELAS II/III MEMBUAT DAN MEMASANG 1 M2 PINTU KLAMP STANDAR KAYU KELAS II MEMBUAT DAN MEMASANG 1 M2 PINTU KLAMP SEDERHANA KAYU KELAS III MEMBUAT DAN MEMASANG 1 M2 DAUN PINTU PANEL KAYU KELAS I/II MEMBUAT DAN MEMASANG 1 M2 DAUN PINTU DAN JENDELA KACA, KAYU KELAS I/II
NO 1 7 8 9 10 11 12 12A 13 14 15 16 17 18 19 20 21 22 22.A 22.B 22C 23 24 25 26 27
URAIAN PEKERJAAN 2 MEMBUAT DAN MEMASANG 1 M2 PINTU DAN JENDELA JALUSI, KAYU KELAS I/II MEMBUAT 1 M2 DAUN PINTU PLYWOOD RANGKAP RANGKA TERTUTUP, KAYU KELAS II (Lebar Sampai 90 Cm) MEMBUAT 1 M2 DAUN PINTU PLYWOOD RANGKAP RANGKA EXPOSE, KAYU KELAS I/II MEMASANG 1 M2 JALUSI/KREPYAK KUSEN, KAYU KELAS I/II MEMBUAT 1 M2 TEAKWOOD RANGKAP RANGKA EXPOSE, KAYU KELAS I MEMBUAT 1 M2 TEAKWOOD RANGKAP LAPIS FORMIKA RANGKA EXPOSE, KAYU KELAS II MEMBUAT DAN MEMASANG 1 UNIT KUSEN DAN PINTU CUBICAL UNTUK TOILET MEMASANG 1 M3 KONSTRUKSI KUDA-KUDA KONVENSIONAL, KAYU KELAS I,II,III Bentang 6 M' MEMASANG 1 M3 KONSTRUKSI KUDA-KUDA EXPOSE, KAYU KELAS I MEMASANG 1 M3 KONSTRUKSI GORDENG, KAYU KELAS II MEMASANG 1 M2 RANGKA ATAP GENTENG KERAMIK, KAYU KELAS II MEMASANG 1 M2 RANGKA ATAP GENTENG BETON, KAYU KELAS II MEMASANG 1 M2 RANGKA ATAP SIRAP, KAYU KELAS II MEMASANG 1 M2 RANGKA LANGIT-LANGIT (50 X 100), KAYU KELAS II/III MEMASANG 1 M2 RANGKA LANGIT-LANGIT (60 X 60) CM, KAYU KELAS II/III MEMASANG 1 M' LISPLANK UKURAN (2.5 X 19) CM, KAYU KELAS I/II MEMASANG 1 M' LISPLANK UKURAN (2.5 X 14) CM, KAYU KELAS I/II MEMASANG 1 M' LISPLANK UKURAN (2.5 X 11) CM, KAYU KELAS I/II MEMASANG 1 M' LISPLANK UKURAN (2.5 X 9) CM, KAYU KELAS I/II MEMASANG 1 M' LISPLANK KAYU SEMEN MEMASANG 1 M2 RANGKA DINDING PEMISAH (60 X 120) CM, KAYU KELAS II/III MEMASANG 1 M2 RANGKA DINDING PEMISAH TEAKWOOD RANGKAP, RANGKA KAYU KELAS II MEMASANG 1 M2 RANGKA DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KELAS II MEMASANG 1 M2 LAMBRIZIRING DARI PAPAN KAYU KELAS I MEMASANG 1 M2 LAMBRIZIRING DARI PLYWOOD UKURAN (120 X 240) CM
VII 1 2 3 4 5 6 7 8 9 10 11 12 12.a 12.b 13 13.a 14 14.a 15 15.a
PEKERJAAN BETON ( SNI 7394:2008) MEMBUAT 1 M³ BETON MUTU f'C= 7,4 Mpa (K100), Slump (12 ± 2)cm, w/c = 0,87 MEMBUAT 1 M³ BETON MUTU f'C= 9,8 Mpa (K125), Slump (12 ± 2)cm, w/c = 0,78 MEMBUAT 1 M³ BETON MUTU f'C= 12,2 Mpa (K150), Slump (12 ± 2)cm, w/c = 0,72 MEMBUAT 1 M³ BETON MUTU f'C= 14,5 Mpa (K175), Slump (12 ± 2)cm, w/c = 0,66 MEMBUAT 1 M³ BETON MUTU f'C= 16,9 Mpa (K200), Slump (12 ± 2)cm, w/c = 0,61 MEMBUAT 1 M³ BETON MUTU f'C= 19,3 Mpa (K225), Slump (12 ± 2)cm, w/c = 0,58 MEMBUAT 1 M³ BETON MUTU f'C= 21,7 Mpa (K250), Slump (12 ± 2)cm, w/c =0,56 MEMBUAT 1 M³ BETON MUTU f'C= 24,0 Mpa (K275), Slump (12 ± 2)cm, w/c =0,53 MEMBUAT 1 M³ BETON MUTU f'C= 26,4 Mpa (K300), Slump (12 ± 2)cm, w/c =0,52 MEMBUAT 1 M³ BETON MUTU f'C= 28,8 Mpa (K325), Slump (12 ± 2)cm, w/c =0,49 MEMBUAT 1 M³ BETON MUTU f'C= 31,2 Mpa (K350), Slump (12 ± 2)cm, w/c =0,48 PEMBESIAN 10 KG DENGAN BESI POLOS ATAU BESI ULIR PEMBESIAN 10 KG DENGAN JARING BAJA/WIRE MESH PEMASANGAN 1 M2 FLOOR DECK UNTUK PLAT LANTAI 1 M2 PASANG BEKISTING UNTUK PONDASI (1 x pakai ) 1 M2 PASANG BEKISTING UNTUK PONDASI (2 x pakai) 1 M2 PASANG BEKISTING UNTUK SLOOF (1 x pakai ) 1 M2 PASANG BEKISTING UNTUK SLOOF (2 x pakai) 1 M2 PASANG BEKISTING UNTUK KOLOM (1 x pakai ) 1 M2 PASANG BEKISTING UNTUK KOLOM (2 x pakai )
NO URAIAN PEKERJAAN 1 2 16 1 M2 PASANG BEKISTING UNTUK BALOK (1 x pakai ) 16.a 1 M2 PASANG BEKISTING UNTUK BALOK (2 x pakai ) 17 1 M2 PASANG BEKISTING UNTUK LANTAI ( 1 x pakai ) 1 M2 PASANG BEKISTING UNTUK LANTAI (2 x pakai ) 17.a 1 M2 PASANG BEKISTING UNTUK PERAPET / MEJA BETON ( 1 x pakai ) 1 M2 PASANG BEKISTING UNTUK PERAPET / MEJA BETON ( 2 x pakai ) 17.b 1 M2 BEKESTING LANTAI FLOORDECK TIPE PLAT 18 1 M2 PASANG BEKISTING UNTUK DINDING ( 1 x pakai ) 18.a 1 M2 PASANG BEKISTING UNTUK DINDING (2 x pakai ) 18.b 1 M2 PASANGAN BEKISTING UNTUK DINDING SALURAN 19 1 M2 PASANG BEKISTING UNTUK TANGGA (1 x pakai ) 19.a 1 M2 PASANG BEKISTING UNTUK TANGGA (2 x pakai ) 20 1 M2 PASANG JEMBATAN UNTUK PENGECORAN BETON 21 1 M3 MEMBUAT PONDASI BETON BERTULANG (150 KG BESI + BEKISTING) 22 1 M3 MEMBUAT SLOOF BETON BERTULANG (200 KG + BEKISTING) 23 1 M3 MEMBUAT KOLOM BETON BERTULANG (300 KG BESI + BEKISTING) 24 1 M3 MEMBUAT BALOK BETON BERTULANG (200 KG BESI + BEKISTING) 25 1 M3 MEMBUAT PLAT BETON BERTULANG (150 KG BESI + BEKISTING 26 1 M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING) 27 1 M3 MEMBUAT DINDING BETON BERTULANG (200 KG BESI + BEKISTING) 28 1 M1 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11 X 11 CM) 29 1 M1 MEMBUAT KOLOM PENGUAT BETON BERTULANG (10 X 15 CM) 30 1 M1 PENGEBORAN DAN MEMBUAT BETON BOREFILE DIA 30 CM 31 1 M1 PENGEBORAN DAN MEMBUAT BETON BOREFILE DIA 40 CM 32 1 M1 PEKERJAAN WATERSTOP LEBAR 25 CM 33 1 KG WATERPROFING (DICAMPUR DALAM BETOB) VIII 1 2 3 3A 4 5 6 7 8 9 9A 10 11 11A 11B
PEKERJAAN PENUTUP ATAP (SNI 03-3436-2002) 1 M2 PEKERJAAN ATAP GENTENG KARANGPILANG SETARA GOOYEAR 1 M2 PEKERJAAN ATAP GENTENG PLENTONG DI CAT 1 M1 PASANG BUBUNGAN GENTENG PLENTONG 1 M' PASANG BUBUNGAN ATAP GENTENG KARANGPILANG SETARA GOODYEAR 1 M2 PASANG ATAP GENTENG ASBES GELOMBANG 1.8 M X 0.92 M X 5 MM 1 M1 PASANG BUBUNGAN STEL GELOMBANG 0.92 M 1 M2 PEKERJAAN ATAP SIRAP 1 M2 PEKERJAAN ATAP NOK SIRAP 1 M2 PASANG ATAP ALANG-ALANG 3 M1 1 M2 PEKERJAAN ATAP SENG GELOMBANG 1 M2 PEKERJAAN ATAP ARCRYLIC TBL 0.50 MM + RANGKA PIPA GALVANIS + FINISHING 1 M2 PASANGAN LAPISANG ALUMINIUM FOIL 1 M1 PASANG NOK SENG GELOMBANG 1 UNIT PASANG CELEDU FIBREGLASS DIBUAT DI WORKSHOP 1 UNIT PASANG MURDA FIBREGLASS DIBUAT DI WORKSHOP
IX 1 2
PEKERJAAN LANGIT - LANGIT (SNI 2839-2008) 1 M2 PASANG LANGIT-LANGIT LAMBRIZIRING 1 M1 PASANG LIST LANGIT-LANGIT KAYU PROFIL
NO 1 3 4 5 6 7 8 9
URAIAN PEKERJAAN 2 1 M2 PASANG LANGIT-LANGIT GYPSUM BOARD UKURAN (1200X2400X9) MM 1 M2 PEKERJAAN LANGIT-LANGIT KALSIBOARD UKURAN (1200X2400X4,5) MM 1 M2 PEKERJAAN PLAFOND GT LUMBER 15 MM 1 M1 PASANG LIST PLAFON GYPSUM PROFIL 1 M2 PEKERJAAN PARTISI GYPSUM TEBAL 15 Cm 2 SISI 1 M2 PASANG LANGIT-LANGIT KAYU SEMEN 1 M1 PASANG LIST LANGIT-LANGIT DARI KAYU SEMEN
X 1 1A 2 2A 3 3A 4 4A 4B 4C 4D 4E 4F 4G 6 6A 6B 7 7A 7B 7C 8 8A 8B 8C 8D 9 9A 10 10A 10B 11 11A 11B 11C 11D 12
PEKERJAAN SANITASI ( SNI 2002 ) MEMASANG 1 BUAH KLOSET DUDUK/MONOBLOK MEMASANG 1 BUAH KLOSET DUDUK/MONOBLOK DISABLED MEMASANG 1 BUAH KLOSET JONGKOK CE 6 KOMPLIT SET MEMASANG 1 BUAH KLOSET JONGKOK CE 9 KOMPLIT SET MEMASANG 1 BUAH URINOIR TYPE U57 MEMASANG 1 BUAH PENYEKAT URINOIR MEMASANG 1 BUAH WASHTAFEL MEMASANG 1 BUAH WASHTAFEL DISABLED MEMASANG 1 BUAH SINK DOUBLE TOTO MEMASANG 1 BUAH JET SPRAY MEMASANG 1 BUAH FLOOR DRAIN MEMASANG 1 BUAH PAPER HOLDER MEMASANG 1 BUAH BAR GRAB DISABLE MEMASANG 1 BUAH BAK MANDI FIBREGLASS, VOLUME 0,30 M3 MEMASANG 1 M1 PIPA GALVANIS F 0,5 " MEMASANG 1 M1 PIPA GALVANIS F 0,75 " MEMASANG 1 M1 PIPA GALVANIS F 0,1 " MEMASANG 1 M1 PIPA GALVANIS f 1,5" MEMASANG 1 M1 PIPA GALVANIS f 2" MEMASANG 1 M1 PIPA GALVANIS f 2,5" MEMASANG 1 M1 PIPA GALVANIS f 3" MEMASANG 1 M1 PIPA PVC TYPE AW f 0,5" MEMASANG 1 M1 PIPA PVC TYPE AW f 0,75 MEMASANG 1 M1 PIPA PVC TYPE AW f 1" MEMASANG 1 M1 PIPA PVC TYPE AW f 1,25" MEMASANG 1 M1 PIPA PVC TYPE AW f 0,1,5" MEMASANG 1 M1 PIPA PVC TYPE AW f 2" MEMASANG 1 M1 PIPA PVC TYPE AW f 2,5" MEMASANG 1 M1 PIPA PVC TYPE AW f 3" MEMASANG 1 M1 PIPA PVC TYPE AW f 4" MEMASANG 1 M1 PIPA PVC TYPE AW f 5" MEMASANG 1 BUAH KRAN f 0,75" ATAU 0,5" MEMASANG 1 BUAH GATE VALVE Φ40 MM MEMASANG 1 BUAH GATE VALVE Φ32 MM MEMASANG 1 BUAH GATE VALVE Φ25 MM MEMASANG 1 BUAH GATE VALVE Φ20 MM 1 Unit Pekerjaan Septictank & Peresapan
NO 1 XI 1 2 3 3A 3B 3C 3D 3E 4 5 6
URAIAN PEKERJAAN 2 (SNI 7393:2008)
PEKERJAAN BESI DAN ALUMINIUM 1 KG PASANG RANGKA ATAP BAJA 1 M2 PASANG JENDELA NAKO 1 M1 PASANG TALANG DATAR, SENG BJLS 28 1 M' Pasang kusen str. YKK 4" Brown 1 M2 Pasang Daun Jendela Kaca 5 mm Aluminium Brown str. YKK 1 M2 Pasang Daun Pintu Kaca 5 mm Aluminium Brown str. YKK 1 M2 Pasang Daun Pintu/ Plafond Slet Aluminium ex. YKK 1 M2 Pasang Louvre Aluminium ex. YKK 1 M2 RANGKA BESI HOLLOW 1X40X40.4 MM, MODUL 60X120 CM UNTUK PLAFON 1 M1 RALLING TANGGA BESI KOTAK GALVANIS + FINISHING 1 M1 BESI KOTAK GALVANIS + FINISHING
XII 1 2 3 4 4A 5 6 7 8 9 10 11 12 13
PEKERJAAN KUNCI DAN KACA (SNI 2002) 1 BH PASANG KUNCI 1 BH PASANG KUNCI BULAT 1 BH PASANG ENGSEL PINTU 1 BH PASANG ENGSEL JENDELA 1 PS PASANG ENGSEL JENDELA CASMENT 1 BH PASANG KAIT ANGIN 1 BH PASANG GRENDEL RABUNCIS 1 PS PASANG DOOR CLOSER 1 PS PASANG ESPANOILET TANAM 1 M2 PASANG KACA, TEBAL 5 MM 1 M2 PASANG KACA, TEBAL 8 MM 1 M2 PASANG KACA, TEBAL 10 MM 1 M2 PASANG KACA TEMPERED TEBAL 10 MM 1 M2 PASANG KACA TEMPERED TEBAL 12 MM
XIII 1 1 1A 1B 1C 1D 2 2A 3 3A 3B 3C 4 4A 4B 5 6
PEK. PENUTUP LANTAI DAN DINDING (SNI 7395:2008) 1 M2 PASANG LANTAI KERAMIK 30 X 30 CM ex: Ikad 1 M2 PASANG LANTAI KERAMIK 40 X 40 CM ex: Ikad 1 M2 PASANG LANTAI KERAMIK 40 X 40 CM ex: Ikad (anti slip) 1 M2 PASANG LANTAI GRANITE TILE UK. 60 X 60 CM SETARA NIRO GRANITE 1 M2 PASANG LANTAI GRANITE TILE UK. 60 X 60 CM SETARA NIRO GRANITE (ANTI SLIP) 1 M2 PASANG LANTAI KERAMIK 20 X 20 CM ex: Ikad 1 M1 PASANG PLIN KERAMIK 10 X 40 CM 1 M1 PASANG PLIN KERAMIK 10 X 20 CM 1 M1 PASANG STEP NOSING GRANITE TILE UK. 30 X 60 1 M1 PASANG PLIN GRANITE TILE 10 X 60 CM 1 M1 PASANG STEP NOSING TILE 8 X 40 CM 1 M1 PASANG BORDER 10 X 20 CM 1 M2 PASANG DINDING KERAMIK 20 X 25 CM ex : Ikad 1 M2 PASANG DINDING 30 x 60 Granite Tile 1 M2 PASANG DINDING 40 x 40 1 M2 PASANG BATU ALAM 30 X 30 CM 1 M1 PASANG PLIN KAYU 2 X 10 CM
NO 1 7 XIV 1
URAIAN PEKERJAAN 2 1 M2 PASANG LAPISAN FLOOR HARDENER
4 5 6 7 7A 8
PEKERJAAN PENGECATAN (SNI 2002) 1 M2 PENGECATAN BIDANG KAYU BARU (1 LAPIS PLAMIR, 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 1 M2 PEKERJAAN PENGECATAN INTERIOR SETARA DULUX 1 M2 PEKERJAAN PENGECATAN WEATHERSHIELD EXTERIOR SETARA DULUX 1 M2 PENGECATAN BIDANG KAYU DENGAN VERNIS 1 M2 PENGECATAN TEMBOK BARU (1 LAPIS PLAMIR, 1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 1 M2 PENGECATAN TEMBOK LAMA (1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI 1 M2 PENGECATAN PERMUKAAN BAJA, 1 LAPIS DENGAN CAT BESI 1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR 1 M2 POLITUR DENGAN SPRAY 1 M2 WATERPROFING
XV 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
PEKERJAAN TETEMPELAN STYLE BALI 1 M2 PASANGAN BATA GOSOK 2 MUKA 1 M2 PASANGAN PARAS KEROBOKAN 1 MUKA 1 M2 PASANGAN BATA GOSOK 1 MUKA 1 M2 PASANGAN PARAS 1 MUKA 1 M2 PASANGAN PARAS GOSOK 1 MUKA 1 M2 PASANGAN BATA GOSOK DIUKIR 1 M2 PASANGAN PARAS DIUKIR 1 M2 PASANGAN PARAS + BATA GOSOK DIUKIR 1 M' PASANGAN BATU CANDI HITAM 1 MUKA 1 M' PASANGAN BATU TULUNG AGUNG 1 MUKA 1 M2 PASANGAN PARAS PALIMANAN 1 MUKA DIUKIR 1 M2 TEMPELAN BATU GUNUNG ( EX KARANGASEM ) I UNIT CANDI BENTAR TINGGI 2,50M I UNIT CANDI BENTAR TINGGI 4,25 M I UNIT CANDI BENTAR 3 TINGKAT TINGGI 14.2 M - PARAS PALIMANAN 1 UNIT PEKERJAAN PINTU PAGAR TYPE 1 1 UNIT PEKERJAAN PINTU PAGAR TYPE 2 1 UNIT PEKERJAAN PADMASARI 1 UNIT PEKERJAAN PENUNGGU KARANG 1 UNIT PEKERJAAN PILAR PADURAKSA ( EX BATU TULUNG AGUNG )
XVI 1 2 3 4 5 6 7
PEKERJAAN LANDSCAPE 1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 6 CM K 225 1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 8 CM 1 M2 PASANGAN PAVING BETON 10/20 CM TEBAL 10 CM 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 6 CM 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 8 CM 1 M2 PASANGAN PAVING BETON 20/20 CM TEBAL 10 CM 1 M2 PASANGAN GRASS BLOCK
1A 1B 2 3
NO 1 8 9 10 11
URAIAN PEKERJAAN 2 1 M2 PASANGAN KORAL SIKAT 1 M1 KANSTEIN JUMBO (P :50, L:15, T: 30 CM ,K225) 1 M1 KANSTEIN SEGI LIMA JUMBO (P: 50, L :15, T: 40 CM K. 225) 1 M2 PENGECATAN KANSTEIN
XVII 1 2 2A 2B 2C 2D 2E 2F 2G 2H 2I 2J 2K 3 4 5 5A 5B 5C 6 7 8 9A 9B 9C
PEKERJAAN ELEKTRIKAL 1 TITIK INSTALASI STOP KONTAK, LAMPU, EXHAUST FAN DAN CEILING FAN 1 TITIK INSTALASI AC 1 SET LAMPU V SHAPE 2 X 18 WATT 1 SET LAMPU RMI PLATINUM 2 X 18 WATT 1 SET LAMPU RMI PLATINUM 2 X 36 WATT 1 SET DOWN LIGHT PLC 8 WATT + COVER 1 SET DOWN LIGHT 14 WATT 1 SET LAMPU DL 12 VOLT/50 WATT 1 SET LAMPU DINDING + GENIE 14 WATT 1 SET EXHAUST FAN 1 SET LAMPU TL 2X18 WATT +KAP LAMPU SETARA SAKA 1 SET LAMPU DOWN LIGHT 14 WATT PHILIPS PEKERJAAN PIPA REFRIGERANT, DRAIN AC dan POWER LISTRIK 1 TITIK INSTALASI TELEPHONE 1 TITIK INSTALASI MATV 1 BUAH SAKLAR TUNGGAL 1 BUAH SAKLAR GANDA 1 BUAH SAKLAR TUKAR 1 BUAH STOP KONTAK 1 UNIT PEMASANGAN LCD 1 UNIT PEMASANGAN SCREEN MOTORIZED 70" 1 UNIT INSTALASI PENANGKAL PETIR (1 BLITZEM +2 TOMBAK) MEMASANG 1 UNIT AC 1 PK TYPE INVENTER MEMASANG 1 UNIT AC 1,5 PK TYPE INVENTER MEMASANG 1 UNIT AC 2 PK TYPE INVENTER
PITULASI DAFTAR HARGA SATUAN PEKERJAAN
URAIAN PEKERJAAN 2 SNI 03-2835-2002) NG GELOMBANG TINGGI 2 METER GAN BOWPLANK TARA, DENGAN LANTAI PLESTERAN DAN ALAT-ALAT NSTRUKSI KAYU DAN PERATAAN
URAN (40X50X20) CM
K BATA MERAH
NGGI 1 METER
R PROYEK DENGAN ALAT BERAT
TEBAL 10 CM Peninggian Lantai Bangunan
HARGA 3 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
306,899.00 33,135.50 1,269,436.50 539,160.00 538,470.00 12,485.00 601,747.50 93,745.75 39,737.30 127,500.00 524,823.70 494,073.70
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
57,762.50 70,852.50 84,147.50 76,880.00 116,550.00 92,932.50 28,751.10 4,192.50 25,313.00 28,451.10 17,328.75 41,925.00 136,865.00 82,177.50 182,962.50 123,525.00 148,162.50
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
720,505.00 682,680.00 656,460.00 638,025.00 612,760.00 1,885,256.50 690,974.50 381,295.20
2836 : 2008)
40% BATU KALI AN DIAMETER 1 M
(SNI 6897 : 2008)
URAIAN PEKERJAAN 2 AL 1 BATA CAMP. 1 PC : 2 PS AL 1 BATA CAMP. 1 PC : 3 PS AL 1 BATA CAMP. 1 PC : 4 PS AL 1 BATA CAMP. 1 PC : 5 PS AL 1 BATA CAMP. 1 PC : 6 PS AL 1/2 BATA CAMP. 1 PC : 2 PS AL 1/2 BATA CAMP. 1 PC : 3 PS AL 1/2 BATA CAMP. 1 PC : 4 PS AL 1/2 BATA CAMP. 1 PC : 5 PS AL 1/2 BATA CAMP. 1 PC : 6 PS AL 1/2 BATA CAMP. 1 PC : 8 PS BLOCK (HB. 10) BLOCK (HB. 10) TANPA BESI
HARGA 3 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
291,883.00 281,873.00 275,123.00 271,643.00 270,473.00 142,571.50 137,823.50 135,101.50 133,389.50 132,473.50 130,616.50 85,010.00 70,541.00 158,266.50 189,176.50 1,204,391.50 155,166.80
SEMEN INSTAN
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
55,890.40 50,662.40 48,404.60 46,860.00 45,988.40 45,288.60 44,522.60 67,803.20 64,792.80 62,685.00 61,571.20 60,589.80 43,129.00 93,791.00 37,838.50 21,767.00 10,370.60 45,230.00 27,919.00 33,264.00
NI 3434 : 2008) USEN PINTU DAN JENDELA KAYU KELAS I USEN PINTU DAN JENDELA KAYU KELAS II/III NTU KLAMP STANDAR KAYU KELAS II NTU KLAMP SEDERHANA KAYU KELAS III AUN PINTU PANEL KAYU KELAS I/II AUN PINTU DAN JENDELA KACA, KAYU KELAS I/II
Rp. Rp. Rp. Rp. Rp. Rp.
8,647,262.50 5,663,537.50 346,280.00 241,280.00 556,575.00 444,190.00
/Roster (12 x 11 x 24) CM RANGKA KAYU
(SNI 2837 : 2008) S TEBAL 15 MM S TEBAL 15 MM S TEBAL 15 MM S TEBAL 15 MM S TEBAL 15 MM S TEBAL 15 MM S TEBAL 15 MM S TEBAL 20 MM S TEBAL 20 MM S TEBAL 20 MM S TEBAL 20 MM S TEBAL 20 MM 2 PS, TEBAL 10 MM
NDING BATA MERAH (=20 M') NDING CONBLOCK EKSPOSE (= 8 M') ATU KALI ADUKAN 1PC : 2 PS
URAIAN PEKERJAAN 2 NTU DAN JENDELA JALUSI, KAYU KELAS I/II OOD RANGKAP RANGKA TERTUTUP, KAYU KELAS II (Lebar Sampai 90 Cm) OOD RANGKAP RANGKA EXPOSE, KAYU KELAS I/II KUSEN, KAYU KELAS I/II KAP RANGKA EXPOSE, KAYU KELAS I KAP LAPIS FORMIKA RANGKA EXPOSE, KAYU KELAS II KUSEN DAN PINTU CUBICAL UNTUK TOILET DA-KUDA KONVENSIONAL, KAYU KELAS I,II,III Bentang 6 M' DA-KUDA EXPOSE, KAYU KELAS I RDENG, KAYU KELAS II NTENG KERAMIK, KAYU KELAS II NTENG BETON, KAYU KELAS II RAP, KAYU KELAS II LANGIT (50 X 100), KAYU KELAS II/III LANGIT (60 X 60) CM, KAYU KELAS II/III N (2.5 X 19) CM, KAYU KELAS I/II N (2.5 X 14) CM, KAYU KELAS I/II N (2.5 X 11) CM, KAYU KELAS I/II N (2.5 X 9) CM, KAYU KELAS I/II
HARGA 3
G PEMISAH (60 X 120) CM, KAYU KELAS II/III G PEMISAH TEAKWOOD RANGKAP, RANGKA KAYU KELAS II G PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KELAS II ARI PAPAN KAYU KELAS I ARI PLYWOOD UKURAN (120 X 240) CM
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
714,135.00 543,415.00 476,409.00 565,124.50 442,699.00 479,970.00 575,000.00 7,730,940.00 9,240,597.50 7,146,340.00 134,576.00 158,012.00 946,397.00 148,850.50 152,266.00 60,477.50 48,840.00 43,275.00 43,275.00 44,955.00 211,132.50 241,911.50 259,446.50 253,367.50 27,796.00
4 Mpa (K100), Slump (12 ± 2)cm, w/c = 0,87 8 Mpa (K125), Slump (12 ± 2)cm, w/c = 0,78 2,2 Mpa (K150), Slump (12 ± 2)cm, w/c = 0,72 4,5 Mpa (K175), Slump (12 ± 2)cm, w/c = 0,66 6,9 Mpa (K200), Slump (12 ± 2)cm, w/c = 0,61 9,3 Mpa (K225), Slump (12 ± 2)cm, w/c = 0,58 1,7 Mpa (K250), Slump (12 ± 2)cm, w/c =0,56 4,0 Mpa (K275), Slump (12 ± 2)cm, w/c =0,53 6,4 Mpa (K300), Slump (12 ± 2)cm, w/c =0,52 8,8 Mpa (K325), Slump (12 ± 2)cm, w/c =0,49 1,2 Mpa (K350), Slump (12 ± 2)cm, w/c =0,48 OLOS ATAU BESI ULIR G BAJA/WIRE MESH UNTUK PLAT LANTAI ONDASI (1 x pakai ) ONDASI (2 x pakai) LOOF (1 x pakai ) LOOF (2 x pakai) OLOM (1 x pakai ) OLOM (2 x pakai )
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
626,644.41 655,232.91 677,794.41 704,309.89 729,888.07 748,645.60 761,525.76 783,612.27 790,507.91 816,473.38 825,474.57 91,666.30 92,718.23 181,491.00 102,247.00 83,422.00 102,247.00 83,422.00 179,163.50 130,576.00
URAIAN PEKERJAAN 2 ALOK (1 x pakai ) ALOK (2 x pakai ) ANTAI ( 1 x pakai ) ANTAI (2 x pakai ) ERAPET / MEJA BETON ( 1 x pakai ) ERAPET / MEJA BETON ( 2 x pakai ) CK TIPE PLAT NDING ( 1 x pakai ) NDING (2 x pakai ) K DINDING SALURAN ANGGA (1 x pakai ) ANGGA (2 x pakai ) ENGECORAN BETON ERTULANG (150 KG BESI + BEKISTING) TULANG (200 KG + BEKISTING) RTULANG (300 KG BESI + BEKISTING) TULANG (200 KG BESI + BEKISTING) ULANG (150 KG BESI + BEKISTING RTULANG (150 KG BESI + BEKISTING) RTULANG (200 KG BESI + BEKISTING) BETON BERTULANG (11 X 11 CM) BETON BERTULANG (10 X 15 CM) BETON BOREFILE DIA 30 CM BETON BOREFILE DIA 40 CM
DALAM BETOB)
NI 03-3436-2002) KARANGPILANG SETARA GOOYEAR PLENTONG DI CAT G PLENTONG NTENG KARANGPILANG SETARA GOODYEAR ES GELOMBANG 1.8 M X 0.92 M X 5 MM LOMBANG 0.92 M
TBL 0.50 MM + RANGKA PIPA GALVANIS + FINISHING
SS DIBUAT DI WORKSHOP SS DIBUAT DI WORKSHOP
HARGA 3 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
200,215.50 141,102.00 223,363.50 152,676.00 179,163.50 130,576.00 172,482.50 204,715.50 143,352.00 112,670.25 214,513.50 148,251.00 237,386.00 2,804,822.30 3,416,062.20 13,007,601.20 10,281,200.70 15,777,616.00 12,744,072.30 9,262,612.20 54,579.40 76,231.30 499,524.65 601,699.33 450,000.00 55,000.00
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
78,920.00 113,570.00 82,535.00 85,785.00 35,706.50 178,988.40 595,817.60 74,306.50 108,995.00 46,890.00 336,917.04 224,709.00 32,133.00 394,105.00 163,865.00
Rp. Rp.
219,356.50 31,602.50
NI 2839-2008)
KAYU PROFIL
URAIAN PEKERJAAN 2 SUM BOARD UKURAN (1200X2400X9) MM ALSIBOARD UKURAN (1200X2400X4,5) MM MBER 15 MM TEBAL 15 Cm 2 SISI
DARI KAYU SEMEN
K/MONOBLOK K/MONOBLOK DISABLED KOK CE 6 KOMPLIT SET KOK CE 9 KOMPLIT SET
BREGLASS, VOLUME 0,30 M3
HARGA 3 Rp. Rp. Rp. Rp. Rp. Rp. Rp.
113,371.00 111,587.40 30,561.25 25,558.50 212,010.50 206,336.50 26,912.50
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,940,455.30 2,391,813.90 625,640.00 2,203,020.00 1,717,540.00 942,150.00 894,301.00 2,278,131.00 890,045.00 210,500.00 286,184.00 25,000.00 1,362,952.00 615,261.00 47,934.00 51,449.40 54,738.00 101,886.30 102,396.60 134,545.50 198,616.50 30,390.00 34,869.30 48,250.50 57,265.80 66,224.40 99,308.25 123,916.05 174,766.00 241,388.50 301,490.50 41,410.00 151,351.50 123,114.90 93,838.10 71,661.40 7,588,881.07
UM
URAIAN PEKERJAAN 2 (SNI 7393:2008)
m Aluminium Brown str. YKK Aluminium Brown str. YKK t Aluminium ex. YKK
40.4 MM, MODUL 60X120 CM UNTUK PLAFON K GALVANIS + FINISHING
DING (SNI 7395:2008) X 30 CM ex: Ikad X 40 CM ex: Ikad X 40 CM ex: Ikad (anti slip) E UK. 60 X 60 CM SETARA NIRO GRANITE E UK. 60 X 60 CM SETARA NIRO GRANITE (ANTI SLIP) X 20 CM ex: Ikad
TE TILE UK. 30 X 60
0 X 25 CM ex : Ikad
HARGA 3 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
21,681.15 297,420.50 191,593.00 233,220.25 845,415.00 880,415.00 1,221,815.00 1,226,015.00 119,617.50 341,330.26 86,401.33
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
228,748.50 77,675.50 39,336.00 50,487.25 38,324.00 21,661.00 61,074.00 73,987.50 92,574.00 57,974.50 89,544.50 165,774.50 250,250.00 475,020.00
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
162,429.00 163,479.00 152,979.00 346,179.00 346,179.00 166,766.50 32,560.20 32,490.20 28,360.20 28,360.20 32,735.20 37,985.20 133,898.00 382,258.00 185,558.00 110,979.00 37,849.50
URAIAN PEKERJAAN 2
HARGA 3 Rp.
82,265.80
Rp.
25,643.75
TERIOR SETARA DULUX EATHERSHIELD EXTERIOR SETARA DULUX DENGAN VERNIS (1 LAPIS PLAMIR,
Rp Rp Rp. Rp.
26,237.00 39,438.00 33,148.15 18,293.82
(1 LAPIS CAT DASAR, 2 LAPIS CAT PENUTUP) AJA DENGAN MENI BESI AJA, 1 LAPIS DENGAN CAT BESI ENGAN POLITUR
Rp. Rp. Rp. Rp. Rp. Rp.
13,614.63 22,022.50 22,943.40 35,107.05 86,474.55 47,645.62
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
352,740.00 314,927.50 273,870.00 366,453.33 315,899.17 523,870.00 616,453.33 565,899.17 256,425.00 279,210.00 274,506.00 582,640.00 5,966,959.79 6,241,465.79 12,948,815.89 9,545,850.45 9,351,350.45 8,775,121.36 6,585,121.36 6,636,708.36
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
117,560.00 118,960.00 121,060.00 117,560.00 120,010.00 122,110.00 165,011.20
ARU (1 LAPIS PLAMIR,
SOK DIUKIR
NG 1 MUKA N 1 MUKA DIUKIR X KARANGASEM )
NGGI 14.2 M - PARAS PALIMANAN
KSA ( EX BATU TULUNG AGUNG )
/20 CM TEBAL 6 CM K 225 /20 CM TEBAL 8 CM /20 CM TEBAL 10 CM /20 CM TEBAL 6 CM /20 CM TEBAL 8 CM /20 CM TEBAL 10 CM
URAIAN PEKERJAAN 2
T: 30 CM ,K225) P: 50, L :15, T: 40 CM K. 225)
AMPU, EXHAUST FAN DAN CEILING FAN
AMPU SETARA SAKA
RAIN AC dan POWER LISTRIK
TORIZED 70" IR (1 BLITZEM +2 TOMBAK)
HARGA 3 Rp. Rp. Rp. Rp.
150,714.50 147,332.50 138,232.50 25,246.30
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
217,695.00 191,080.00 534,960.00 550,115.00 390,987.50 140,930.00 148,507.50 347,687.50 407,225.00 292,480.00 260,048.30 114,408.75 990,535.00 196,395.00 2,069,455.00 28,676.00 54,576.00 26,576.00 54,576.00 6,659,375.00 2,415,000.00 3,231,567.50 4,239,056.25 5,360,456.25 5,691,987.45
RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN
:
TAHUN
:
NO. 1 I I.B 1 2 3 4 5 6 7 8 9 10 11 I.D 1 2 3
4
5
6
7
PEMBANGUNAN RKB SD N 1 PETANG 2016
URAIAN PEKERJAAN 2 PEKERJAAN RKB LANTAI I PEKERJAAN TANAH DAN PONDASI Pek. Galian tanah pondasi menerus Pek. Galian tanah pondasi Foot Plat Pek. Galian tanah Bore Pile Pek. Urugan kembali tanah Pondasi menerus Pek. Urugan kembali tanah Pondasi setempat Pek. Urugan limestone peninggian lantai Pek. Urugan pasir di bawah pondasi menerus Pek. Urugan pasir di bawah pondasi setempat Pek. Urugan pasir di bawah lantai Pek. Pasangan batu kosong Pek. Pasangan pondasi batu kali 1 : 5
VOLUME
SAT
3
4
51.80 78.19 480.00 17.27 26.06 137.20 3.15 5.90 33.33 13.74 45.42
PEKERJAAN BETON 2.85 Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada pondasi file cap Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada lantai 16.58 Pek.File cap 1 x 1,5 ( F1 ) a. Beton K.250 17.10 b. Begesting Pasangan Batako 57.00 c. Pembesian 2,589.68 Pek.File cap 1,2 x 1,2 ( F2 ) a. Beton K.250 1.73 b. Begesting Pasangan Batako 5.76 c. Pembesian 242.31 Pek.Bore Pile dia. 30 cm a. Beton K.300 33.91 b. Begesting Pipa Paralon 480.00 c. Pembesian 14,617.32 Pek. Sloof 20/40 (K 250) S1 a. Beton K.250 8.16 b. Pembesian 1,963.59 c. Begesting Sloof 2x pakai 102.00 Pek. Sloof 20/30 (K 250) S2 a. Beton K.250 6.48 b. Pembesian 1,721.04
m3 m3 m2 m3 m3 m3 m3 m3 m3 m3 m3
m3 m3 m3 m2 kg m3 m2 kg m3 m1 kg m3 kg m2 m3 kg
c. Begesting Sloof 8 Pek. Kolom K1 30 x 30 (K 250) a. Beton K.250 b. Pembesian c. Begesting 9 Pek. Kolom K1 30 x 45 (K 250) a. Beton K.250 b. Pembesian c. Begesting 10 Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting
2x pakai
86.40
m2
2x pakai
2.97 670.66 39.60
m3 kg m2
2x pakai
12.47 3,214.79 138.60
m3 kg m2
2x pakai
0.79 203.52 14.52
m3 kg m2
11 Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 12 Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Pembesian c. Begesting 13 Pek. Lisplank Beton 12/85 (K 250) a. Beton K.250 b. Pembesian c. Begesting 14 Pek. Tangga Beton (K 250) a. Beton K.250 b. Pembesian c. Begesting 15 Pek. Balok Tangga 15/20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 16 Pek. Pelat Wastafel Toilet (K 250) a. Beton K.250 b. Pembesian wiremesh M5 c. Begesting 17 Pek. Besi Beton Wiremesh BRC Type M5 18 Pek. Beton Bingkai Kusen 12,5 x 12,5 cm (Balok Latai)
2x pakai
0.26 89.56 5.28
m3 kg m2
2x pakai
1.93 431.44 51.48
m3 kg m2
2x pakai
9.18 814.97 163.80
m3 kg m2
2x pakai
1.49 337.89 47.22
m3 kg m2
2x pakai
0.22 28.06 2.61
m3 kg m2
2x pakai
0.08 2.11 2.24 759.13 102.10
m3 kg m2 Kg m'
2x pakai
3.02 40.20 680.82
m3 m2 kg
2x pakai
12.66 140.70 2,375.66
m3 m2 kg
2x pakai
0.60 154.95 11.06
m3 kg m2
2x pakai
0.27 90.91 5.36
m3 kg m2
2.11 56.28 471.66
m3 m2 kg
17.64
m3
SUB TOTAL RUANG KEPSEK DAN RUANG GURU LANTAI 1
II PEKERJAAN RKB LANTAI II II.B PEKERJAAN BETON 1 Pek. Kolom K2 30 x 30 (K 250) a. Beton K.250 b. Begesting c. Pembesian 2 Pek. Kolom K2 30 x 45 (K 250) a. Beton K.250 b. Begesting c. Pembesian 3 Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting 4 Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 5 Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Begesting c. Pembesian 6 Pek. Balok B1 30/60 (K 250) a. Beton K.250
2x pakai
AYA
NO ANALISA 5
HARGA SATUAN ( Rp ) 6
JUMLAH HARGA ( Rp ) 7
II.1 II.1 dihit. II.9 II.9 II.15 II.11 II.11 II.11 III.8 III.3
57,762.50 57,762.50 125,000.00 17,328.75 17,328.75 148,162.50 136,865.00 136,865.00 136,865.00 381,295.20 656,460.00 Jumlah B
2,992,328.55 4,516,565.40 60,000,000.00 299,232.86 451,656.54 20,328,383.79 431,124.75 808,050.96 4,561,744.67 5,238,424.11 29,815,096.18 129,442,607.79
VII.4
704,309.89 704,309.89
2,007,283.19 11,677,788.13
761,525.76 70,541.00 9,166.63
13,022,090.56 4,020,837.00 23,738,666.77
761,525.76 70,541.00 9,166.63
1,315,916.52 406,316.16 2,221,161.80
790,507.91 70,000.00 9,166.63
26,807,704.12 33,600,000.00 133,991,585.79
761,525.76 9,166.63 83,422.00
6,214,050.23 17,999,490.52 8,509,044.00
761,525.76 9,166.63
4,934,686.95 15,776,159.61
VII.4 VII.7 IV.13 VII.12a VII.7 IV.13 VII.13a VII.7 dihit. VII.13a VII.7 VII.13a VII.15 VII.7 VII.12
VII.15
83,422.00
7,207,660.80
VII.7
761,525.76 9,166.63 130,576.00
2,261,731.52 6,147,713.31 5,170,809.60
761,525.76 9,166.63 130,576.00
9,499,272.37 29,468,759.91 18,097,833.60
761,525.76 9,166.63 130,576.00
603,128.40 1,865,564.43 1,895,963.52
VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a
VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.17a VII.7 VII.13 VII.18b VII.13
VII.30
761,525.76 9,166.63 130,576.00
201,042.80 820,937.82 689,441.28
761,525.76 9,166.63 130,576.00
1,470,125.49 3,954,817.63 6,722,052.48
761,525.76 9,166.63 130,576.00
6,990,806.51 7,470,566.96 21,388,348.80
761,525.76 9,166.63 130,576.00
1,132,959.95 3,097,343.96 6,165,961.94
761,525.76 9,166.63 141,102.00
168,487.58 257,249.63 368,382.05
761,525.76 9,271.82 223,363.50 9,271.82 76,231.30 Jumlah D
60,312.84 19,551.49 501,227.69 7,038,537.91 7,783,215.73 464,762,589.35 594,205,197.14
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
2,296,000.18 5,249,155.20 6,240,860.48
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
9,643,200.74 18,372,043.20 21,776,780.60
VII.7
761,525.76 9,166.63 130,576.00
459,200.04 1,420,372.92 1,443,517.68
VII.16a
761,525.76 9,166.63 130,576.00
204,088.90 833,376.28 699,887.36
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
1,607,200.12 7,348,817.28 4,323,565.20
VII.7
761,525.76
13,433,314.47
VII.12 VII.16a VII.7 VII.12
REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN TAHUN
: :
PEMBANGUNAN RKB SD N 1 PETANG 2016
NO.
URAIAN PEKERJAAN
1
2
I
PEKERJAAN RKB LANTAI I
II
PEKERJAAN RKB LANTAI II
Real Cost PPN 10 % Total Cost Di Bulatkan
: : : :
Terbilang : Satu Milyar Enam Puluh Tujuh Juta Seratus Empat Puluh Delapan Ribu R
Gianyar,
Mei 2017
Kontraktor Pelaksan PT. ADVAITA UTAM
I KETUT MADAWA Direktur Utama
BIAYA
JUMLAH HARGA 3
Real Cost PPN 10 % Total Cost Di Bulatkan
: : : :
Rp.
594,205,197.14
Rp.
392,708,677.59
Rp. Rp. Rp. Rp.
986,913,874.73 98,691,387.47 1,085,605,262.20 1,085,605,000.00
Puluh Delapan Ribu Rupiah
Gianyar, Mei 2017 Dibuat : Kontraktor Pelaksana PT. ADVAITA UTAMA
I KETUT MADAWA Direktur Utama
RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN
:
Pembangunan RKB SD No. 3 Mengwi
TAHUN
:
2017
NO. 1 I I.B 1 2 3 4 5 6 7 8 9 10 11 I.D 1 2 3
4
5
6
7
URAIAN PEKERJAAN 2 PEKERJAAN RKB LANTAI I PEKERJAAN TANAH DAN PONDASI Pek. Galian tanah pondasi menerus Pek. Galian tanah pondasi Foot Plat Pek. Galian tanah Bore Pile Pek. Urugan kembali tanah Pondasi menerus Pek. Urugan kembali tanah Pondasi setempat Pek. Urugan limestone peninggian lantai Pek. Urugan pasir di bawah pondasi menerus Pek. Urugan pasir di bawah pondasi setempat Pek. Urugan pasir di bawah lantai Pek. Pasangan batu kosong Pek. Pasangan pondasi batu kali 1 : 5
VOLUME
SAT
3
4
51.80 78.19 480.00 17.27 26.06 137.20 3.15 5.90 33.33 13.74 45.42
PEKERJAAN BETON 2.85 Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada pondasi file cap Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada lantai 16.58 Pek.File cap 1 x 1,5 ( F1 ) a. Beton K.250 17.10 b. Begesting Pasangan Batako 57.00 c. Pembesian 2,589.68 Pek.File cap 1,2 x 1,2 ( F2 ) a. Beton K.250 1.73 b. Begesting Pasangan Batako 5.76 c. Pembesian 242.31 Pek.Bore Pile dia. 30 cm a. Beton K.300 33.91 b. Begesting Pipa Paralon 480.00 c. Pembesian 14,617.32 Pek. Sloof 20/40 (K 250) S1 a. Beton K.250 8.16 b. Pembesian 1,963.59 c. Begesting Sloof 2x pakai 102.00 Pek. Sloof 20/30 (K 250) S2 a. Beton K.250 6.48 b. Pembesian 1,721.04
m3 m3 m2 m3 m3 m3 m3 m3 m3 m3 m3
m3 m3 m3 m2 kg m3 m2 kg m3 m1 kg m3 kg m2 m3 kg
c. Begesting Sloof 8 Pek. Kolom K1 30 x 30 (K 250) a. Beton K.250 b. Pembesian c. Begesting 9 Pek. Kolom K1 30 x 45 (K 250) a. Beton K.250 b. Pembesian c. Begesting 10 Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting
2x pakai
86.40
m2
2x pakai
2.97 670.66 39.60
m3 kg m2
2x pakai
12.47 3,214.79 138.60
m3 kg m2
2x pakai
0.79 203.52 14.52
m3 kg m2
11 Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 12 Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Pembesian c. Begesting 13 Pek. Lisplank Beton 12/85 (K 250) a. Beton K.250 b. Pembesian c. Begesting 14 Pek. Tangga Beton (K 250) a. Beton K.250 b. Pembesian c. Begesting 15 Pek. Balok Tangga 15/20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 16 Pek. Pelat Wastafel Toilet (K 250) a. Beton K.250 b. Pembesian wiremesh M5 c. Begesting 17 Pek. Besi Beton Wiremesh BRC Type M5 18 Pek. Beton Bingkai Kusen 12,5 x 12,5 cm (Balok Latai)
2x pakai
0.26 89.56 5.28
m3 kg m2
2x pakai
1.93 431.44 51.48
m3 kg m2
2x pakai
9.18 814.97 163.80
m3 kg m2
2x pakai
1.49 337.89 47.22
m3 kg m2
2x pakai
0.22 28.06 2.61
m3 kg m2
2x pakai
0.08 2.11 2.24 759.13 102.10
m3 kg m2 Kg m'
2x pakai
3.02 40.20 680.82
m3 m2 kg
2x pakai
12.66 140.70 2,375.66
m3 m2 kg
2x pakai
0.60 154.95 11.06
m3 kg m2
2x pakai
0.27 90.91 5.36
m3 kg m2
2.11 56.28 471.66
m3 m2 kg
17.64
m3
SUB TOTAL RUANG KEPSEK DAN RUANG GURU LANTAI 1
II PEKERJAAN RKB LANTAI II II.B PEKERJAAN BETON 1 Pek. Kolom K2 30 x 30 (K 250) a. Beton K.250 b. Begesting c. Pembesian 2 Pek. Kolom K2 30 x 45 (K 250) a. Beton K.250 b. Begesting c. Pembesian 3 Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting 4 Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 5 Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Begesting c. Pembesian 6 Pek. Balok B1 30/60 (K 250) a. Beton K.250
2x pakai
AYA
NO ANALISA 5
HARGA SATUAN ( Rp ) 6
JUMLAH HARGA ( Rp ) 7
II.1 II.1 dihit. II.9 II.9 II.15 II.11 II.11 II.11 III.8 III.3
57,762.50 57,762.50 125,000.00 17,328.75 17,328.75 148,162.50 136,865.00 136,865.00 136,865.00 381,295.20 656,460.00 Jumlah B
2,992,328.55 4,516,565.40 60,000,000.00 299,232.86 451,656.54 20,328,383.79 431,124.75 808,050.96 4,561,744.67 5,238,424.11 29,815,096.18 129,442,607.79
VII.4
704,309.89 704,309.89
2,007,283.19 11,677,788.13
761,525.76 70,541.00 9,166.63
13,022,090.56 4,020,837.00 23,738,666.77
761,525.76 70,541.00 9,166.63
1,315,916.52 406,316.16 2,221,161.80
790,507.91 70,000.00 9,166.63
26,807,704.12 33,600,000.00 133,991,585.79
761,525.76 9,166.63 83,422.00
6,214,050.23 17,999,490.52 8,509,044.00
761,525.76 9,166.63
4,934,686.95 15,776,159.61
VII.4 VII.7 IV.13 VII.12a VII.7 IV.13 VII.13a VII.7 dihit. VII.13a VII.7 VII.13a VII.15 VII.7 VII.12
VII.15
83,422.00
7,207,660.80
VII.7
761,525.76 9,166.63 130,576.00
2,261,731.52 6,147,713.31 5,170,809.60
761,525.76 9,166.63 130,576.00
9,499,272.37 29,468,759.91 18,097,833.60
761,525.76 9,166.63 130,576.00
603,128.40 1,865,564.43 1,895,963.52
VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a
VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.16a VII.7 VII.12 VII.17a VII.7 VII.13 VII.18b VII.13
VII.30
761,525.76 9,166.63 130,576.00
201,042.80 820,937.82 689,441.28
761,525.76 9,166.63 130,576.00
1,470,125.49 3,954,817.63 6,722,052.48
761,525.76 9,166.63 130,576.00
6,990,806.51 7,470,566.96 21,388,348.80
761,525.76 9,166.63 130,576.00
1,132,959.95 3,097,343.96 6,165,961.94
761,525.76 9,166.63 141,102.00
168,487.58 257,249.63 368,382.05
761,525.76 9,271.82 223,363.50 9,271.82 76,231.30 Jumlah D
60,312.84 19,551.49 501,227.69 7,038,537.91 7,783,215.73 464,762,589.35 594,205,197.14
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
2,296,000.18 5,249,155.20 6,240,860.48
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
9,643,200.74 18,372,043.20 21,776,780.60
VII.7
761,525.76 9,166.63 130,576.00
459,200.04 1,420,372.92 1,443,517.68
VII.16a
761,525.76 9,166.63 130,576.00
204,088.90 833,376.28 699,887.36
VII.7 IV.15 VII.12
761,525.76 130,576.00 9,166.63
1,607,200.12 7,348,817.28 4,323,565.20
VII.7
761,525.76
13,433,314.47
VII.12 VII.16a VII.7 VII.12
JADWAL WAKTU PELAKSANAAN (TIME SCH NAMA KEGIATAN NAMA PEKERJAAN NOMOR KONTRAK TANGGAL KONTRAK NOMOR SPMK TANGGAL SPMK LOKASI KONTRAKTOR PELAK KONSULTAN PENGAW
: : : : : : : : :
PEMBANGUNAN RKB SD N 1 PETANG PEMBANGUNAN RKB SD N 1 PETANG 193/KNT.DPUPR.TB/2016 20 JUNI 2016 239/SPMK.CK/DPUPR.TB/2016 21 JUNI 2016 BANJAR PETANG SUCI, PETANG, BADUNG PT. ADVAITA UTAMA PT. GAHARU SEMPANA
WAKTU PELAKSANAAN DARI 180 ( SERATU NO
URAIAN PEKERJAAN
VOLUME
BOBOT
SPMK 21 - 27 1
I I.B 1 2 3 4 5 6 7 8 9 10 11 I.D
PEKERJAAN RKB LANTAI I PEKERJAAN TANAH DAN PONDASI Pek. Galian tanah pondasi menerus Pek. Galian tanah pondasi Foot Plat Pek. Galian tanah Bore Pile Pek. Urugan kembali tanah Pondasi menerus Pek. Urugan kembali tanah Pondasi setempat Pek. Urugan limestone peninggian lantai Pek. Urugan pasir di bawah pondasi menerus Pek. Urugan pasir di bawah pondasi setempat Pek. Urugan pasir di bawah lantai Pek. Pasangan batu kosong Pek. Pasangan pondasi batu kali 1 : 5
PEKERJAAN BETON 1 Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada pondasi file cap 2 Pek. Cor beton rabat 1 pc : 3 psr : 5 krl pada lantai 3 Pek.File cap 1 x 1,5 ( F1 ) a. Beton K.250 b. Begesting Pasangan Batako c. Pembesian
51.80 78.19 480.00 17.27 26.06 137.20 3.15 5.90 33.33 13.74 45.42
m3 m3 m2 m3 m3 m3 m3 m3 m3 m3 m3
0.303 0.458 6.185 0.030 0.046 2.087 0.044 0.083 0.469 0.538 3.059
2.85 m3 16.58 m3
0.206 1.199
17.10 m3 57.00 m2 2,589.68 kg
1.337 0.411 2.442
JUNI - JULI 28 - 04 05 - 11 2 3
12 - 18 4
19 - 25 5
JULI - AGUSTUS 26 - 01 6
0.303 0.458 3.092
3.092
0.206
4 Pek.File cap 1,2 x 1,2 ( F2 ) a. Beton K.250 b. Begesting Pasangan Batako c. Pembesian 5 Pek.Bore Pile dia. 30 cm a. Beton K.300 b. Begesting Pipa Paralon c. Pembesian 6 Pek. Sloof 20/40 (K 250) S1 a. Beton K.250 b. Pembesian c. Begesting Sloof 7 Pek. Sloof 20/30 (K 250) S2 a. Beton K.250 b. Pembesian c. Begesting Sloof 8 Pek. Kolom K1 30 x 30 (K 250) a. Beton K.250 b. Pembesian c. Begesting 9 Pek. Kolom K1 30 x 45 (K 250) a. Beton K.250 b. Pembesian c. Begesting 10 Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting 11 Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting 12 Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Pembesian c. Begesting 13 Pek. Lisplank Beton 12/85 (K 250) a. Beton K.250 b. Pembesian
1.73 m3 5.76 m2 242.31 kg
0.135 0.042 0.228
33.91 m3 480.00 m1 14,617.32 kg
2.753 3.463 13.784
8.16 m3 1,963.59 kg 102.00 m2
0.638 1.852 0.865
6.48 m3 1,721.04 kg 86.40 m2
0.507 1.623 0.733
2.97 m3 670.66 kg 39.60 m2
0.232 0.632 0.527
12.47 m3 3,214.79 kg 138.60 m2
0.976 3.032 1.845
0.79 m3 203.52 kg 14.52 m2
0.062 0.192 0.193
0.26 m3 89.56 kg 5.28 m2
0.021 0.084 0.070
1.93 m3 431.44 kg 51.48 m2
0.151 0.407 0.685
9.18 m3 814.97 kg
0.718 0.769
1.377 1.732
S M P K
1.732 6.892
6.892
c. Begesting 14 Pek. Tangga Beton (K 250) a. Beton K.250 b. Pembesian c. Begesting 15 Pek. Balok Tangga 15/20 (K 250)
163.80 m2
2.180
1.49 m3 337.89 kg 47.22 m2
0.116 0.319 0.629
S M P K T A N G G A L 2 1 J U N I 2 0 1 7
a. Beton K.250 b. Pembesian c. Begesting 16 Pek. Pelat Wastafel Toilet (K 250) a. Beton K.250 b. Pembesian wiremesh M5 c. Begesting 17 Pek. Besi Beton Wiremesh BRC Type M5 18 Pek. Beton Bingkai Kusen 12,5 x 12,5 cm (Balok Latai)
II II.B 1
2
3
4
5
6
7
8
PEKERJAAN RKB LANTAI II PEKERJAAN BETON Pek. Kolom K2 30 x 30 (K 250) a. Beton K.250 b. Begesting c. Pembesian Pek. Kolom K2 30 x 45 (K 250) a. Beton K.250 b. Begesting c. Pembesian Pek. Kolom K3 15 x 40 (K 250) a. Beton K.250 b. Pembesian c. Begesting Pek. Kolom K4 20 x 20 (K 250) a. Beton K.250 b. Pembesian c. Begesting Pek. Kolom KP 15 x 15 (K 250) a. Beton K.250 b. Begesting c. Pembesian Pek. Balok B1 30/60 (K 250) a. Beton K.250 b. Pembesian c. Begesting Pek. Balok B2 20/40 (K 250) a. Beton K.250 b. Pembesian c. Begesting Pek. Balok B3 20/35 (K 250)
0.22 m3 28.06 kg 2.61 m2 0.08 2.11 2.24 759.13 102.10
m3 kg m2 Kg m'
0.017 0.026 0.038 0.006 0.002 0.051 0.725 0.796
T A N G G A L 2 1 J U N I 2 0 1 7
3.02 m3 40.20 m2 680.82 kg
0.236 0.535 0.642
12.66 m3 140.70 m2 2,375.66 kg
0.990 1.873 2.240
0.60 m3 154.95 kg 11.06 m2
0.047 0.146 0.147
0.27 m3 90.91 kg 5.36 m2
0.021 0.086 0.071
2.11 m3 56.28 m2 471.66 kg
0.165 0.749 0.445
17.64 m3 3,923.54 kg 147.00 m2
1.380 3.700 2.116
8.96 m3 2,982.92 kg 112.00 m2
0.701 2.813 1.612
LAKSANAAN (TIME SCHEDULE)
WAKTU PELAKSANAAN DARI 180 ( SERATUS DELAPAN PULUH ) HARI KALENDER JULI - AGUSTUS 02 - 08 7
09 - 15 8
AGUSTUS - SEPTEMBER SEPTEMBER - OKTOBERPHO 16 - 22 23 - 29 30 - 05 06 - 12 13 - 19 20 - 26 9 10 11 12 13 14
MASA PEMELIHARA AN 730 HARI
PHO
%
100
0.030 0.046 1.044 0.044
1.044
0.083 0.469 0.538 3.059
90
1.199
1.221
1.337 0.411 1.221
0.135 0.042 0.228 1.377 80
0.811
0.507 0.811 0.733 0.232 0.632 0.527
0.400 0.420
70
0.976 2.632 1.425 0.062 0.192 0.193 0.021 0.084 0.070 0.151 0.407 0.685 0.718 0.769
60
EMBER 2017
0.926
0.638 0.926 0.865
0.116 0.319 0.629 SERAH TERIMA PERTAMA TANGGAL 17 DESEMBER 2017
2.180
50
40
30
0.006 0.002 0.051 0.725 0.796
0.321
0.236 0.535 0.321
1.120
0.990 1.873 1.120
0.073
SERAH TERIMA PERTAMA TANGGAL 17 DESE
0.017 0.026 0.038
50
40
0.047 0.073 0.147 0.021 0.086 0.071 0.165 0.749 0.445 1.380
1.850 2.116
1.850
0.701 1.406 1.612
1.406
30
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