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DAFTAR HARGA SATUAN UPAH DAN BAHAN Lokasi Volume



No



: Pembangunan Rumah type 36 : : : : 1 Unit



PEKERJA



SATUAN



UPAH KERJA



KETERANGAN



( Rp ) 1



1 2 3 4



NO



2



Mandor Kepala Tukang Tukang Pekerja



3



Org/Hari Org/Hari Org/Hari Org/Hari



NAMA BAHAN



SATUAN



4



5



85,000.00 80,000.00 75,000.00 55,000.00



HARGA BAHAN



KETERANGAN



(Rp) 1



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 31 32 33 34 35 36



2



Semen Portland Batu Palimanan Semen Warna Kawat Beton Besi Beton KS Besi Strip Paku Seng Paku Dia. 1 Inchi Paku Dia. 1,5 Inchi Paku Dia. 2 Inchi Paku Dia. 2.5 Inchi Paku Dia. 4 Inchi Paku Dia. 6 Inchi Seng Plat Keramik 40 x 40 cm Keramik 30 x 30 cm Keramik 20 x 25 cm Keramik 20 x 20 cm Keramik Anti Slip 20 x 20 cm Rooster Keramik 20 x 20 cm Cat Metrolite Isi 5 Kg Cat Metrolite Isi 25 Kg Cat Kimex 5 Kg Cat Kimex 25 Kg Cat Tembok setara Vinilex 25 Kg Cat Vinilex Sejenis 25 Kg Cat Tembok setara Vinilex 5 Kg Cat Vinilex Sejenis 25 Kg Cat Bee Brand Cat Puma Dempul Cat Meny Thinner Pernis Plamier Kaca Bening 3 mm Kaca Bening 5 mm Kayu Kuat Klas II Kayu Kuat Klas IV Kayu Dolken Kayu Profil List Plapond



3



Kg Bh Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Lbr Bh Bh Bh Bh M² Bh Kg Pail Kg Pail Pail Pail Pail Pail Kg Kg Kg Kg Ltr Ltr Kg M² M² M³ M³ Btng M'



4



1,500.00 174,500.00 2,400.00 20,000.00 15,000.00 14,000.00 27,500.00 27,500.00 22,000.00 22,000.00 13,750.00 13,750.00 13,750.00 56,375.00 9,240.00 5,175.00 2,860.00 2,288.00 2,288.00 30,800.00 25,000.00 307,120.00 21,500.00 537,500.00 505,000.00 314,270.00 105,000.00 138,270.00 55,000.00 30,000.00 30,000.00 25,000.00 20,000.00 25,000.00 16,500.00 125,000.00 153,000.00 4,000,000.00 2,500,000.00 11,000.00 8,000.00



5



40 kg



Rp Rp Rp Rp Rp



57,750.00 57,500.00 57,200.00 57,200.00 57,200.00



1



37 38 39 40 41 42 43 44 45 46 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 90 91 92 93 94 95 96 97 98 99 100 101



2



Pipa GIP Medium Dia. 125 mm Pipa GIP Medium Dia. 100 mm Pipa GIP Medium Dia. 75 mm Pipa GIP Medium Dia. 50 mm Pipa GIP Medium Dia. 25 mm Baja L.50.50 mm Baja L.70.70 mm Batu Gunung Utuh Batu Kali Batu Kali Pecah 0 - 1 cm Batu Kali Pecah 1 - 2 cm Batu Kali Pecah 2 - 3 cm Batu Kali Pecah 3 - 5 cm Batu Kali Pecah 5 - 7 cm Batu Kali Pecah 7 - 10 cm Batu Kali Pecah 10 - 15 cm Kerikil Beton Air Batu Alam Tempel Batu Bata Jumbo Batu Bata Biasa Pasir Pasang Pasir Urug Pasir Jagung Tanah Urug Solar Non Subsidi Paving block Minyak Cat Pipa PVC Dia. 100 mm AW Pipa PVC Dia. 75 mm AW Pipa PVC Dia. 50 mm AW Pipa PVC Dia. 25 mm AW Pipa PVC Dia. 18.75 mm AW Pipa PVC Dia. 12,5 mm AW Kran 1/2" Pipa T Klosed Duduk (Lengkap) Klosed Duduk Tanpa Mesin Bak Mandi Feber Glass Klosed Jongkok Kunci Pintu setara Yalle Engsel Pintu Grendel Pintu Engsel Jendela Grendel Jendela Kaitan Angin Tarikan Jendela Talang Air Floor Drain Bak Air 1 M3 Tedmon Bak Penampung Air 250 Ltr Tedmon Bak Penampung Air 500 Ltr Tedmon Bak Penampung Air 1000 Ltr Pompa Air Setara Pompa Air Semi Jet Pump Setara National Pompa Air Jet Pump Setara National Pintu + Kusen PVC 70 x 190 cm Rolling Door tebal = 05 Mm Rolling Door tebal = 08 Mm Plastik PVC / Fiber Triplek, T = 3 mm Triplek, T = 4 mm Triplek, T = 9 mm Triplek, T = 12 mm Triplek, T = 15 mm



3



Btg Btg Btg Btg Btg Btg Btg M³ M³ M³ M³ M³ M³ M³ M³ M³ M³ Ltr M² Bh Bh M³ M³ M³ M³ Ltr Bh Ltr Btg Btg Btg Btg Btg Btg Bh Btg Set Set Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Unit Unit Unit Set M² M² M² Lbr Lbr Lbr Lbr Lbr



4



1,596,100.00 1,376,100.00 825,550.00 358,050.00 193,050.00 189,200.00 236,280.00 132,000.00 145,000.00 374,770.00 353,870.00 285,000.00 285,000.00 286,110.00 199,100.00 178,860.00 187,000.00 100.00 60,000.00 800.00 650.00 115,000.00 109,000.00 159,500.00 73,500.00 7,250.00 1,000.00 6,500.00 151,250.00 99,000.00 60,500.00 38,500.00 35,000.00 30,000.00 10,000.00 22,000.00 1,761,650.00 506,550.00 230,000.00 132,000.00 120,000.00 18,500.00 16,500.00 16,500.00 5,500.00 16,500.00 5,500.00 50,500.00 15,000.00 951,500.00 401,500.00 775,500.00 1,254,000.00 389,400.00 441,650.00 936,650.00 291,500.00 445,500.00 511,500.00 38,500.00 46,750.00 66,000.00 137,500.00 177,650.00 224,400.00



5



4" 3" 2" 1" 3/4" 1/2"



1



102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150



2



Teekwood, T= 3 mm Teekwood, T= 4 mm Saklar Tunggal setara Bronco Saklar Ganda setara Bronco Fitting Inlet setara Bronco Fitting Out Let setara Bronco Box MCB 1 Group Box MCB 2 Group Box MCB 4 A Box MCB 4 Group Box MCB 6 Group MCB 6 A MCB 8 A Down Light 14 Watt Stainlees Down Light 18 Watt Stainlees Lampu Jantung Phillips 8 Watt Lampu Jantung Phillips 14 Watt Lampu Jantung Phillips 18 Watt Lampu Jantung Phillips 23 Watt Lampu Jantung Phillips 40 Watt Lampu Jantung Phillips 14 Watt Lampu Pijar Phillips 40 Watt Lampu Pijar Phillips 60 Watt Lampu Pijar Phillips 100 Watt Kabel NYM 2 x 1.5 mm Kabel NYM 2 x 2.5 mm Kabel NYM 3 x 1.5 mm Kabel NYM 3 x 2.5 mm Pipa Kabel Listrik Biasa, P = 4 M Gorong" Beton Tak Bertulang Ø 40-60 CM Gorong" Beton Tak Bertulang Ø 80 CM Gorong" Beton Tak Bertulang Ø 100 CM Alat Bantu Baja Trali Batako Batu Tela Beton Roster Seng Gelombang Kecil Pagar BRC Jadi ( t=1m) Bak Mandi Fiberglass 70x70x66 Urinoar Keramik Standart Washtafel Gantung Keramik Pompa Tangan Lampu TL 20 Watt Lem Kayu Instalasi Listrik Stop Kontak Seal tape Atap Genteng Metal



3



Lbr Lbr Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M' M' M' M' Btg M' M' M' Set Kg Bh Bh Bh Lbr M' Bh Bh Bh Bh Bh Kg Ttk Bh Bh Bh



4



100,650.00 111,650.00 22,000.00 22,000.00 22,000.00 22,000.00 5,500.00 7,150.00 20,000.00 32,000.00 46,000.00 38,500.00 38,500.00 33,000.00 33,000.00 27,500.00 30,800.00 35,750.00 47,000.00 132,000.00 33,000.00 4,400.00 4,400.00 5,500.00 6,600.00 7,700.00 7,700.00 9,900.00 3,300.00 434,500.00 599,500.00 709,550.00 137,500.00 15,510.00 1,300.00 550.00 15,000.00 38,500.00 415,000.00 285,000.00 700,000.00 375,000.00 165,000.00 75,000.00 15,000.00 120,000.00 22,000.00 7,500.00 35,680.00



5



DAFTAR ANALISA NO



ANALISA



SAT



VOLUME



PEKERJAAN PERSIAPAN 1 M' PENGUKURAN DAN PEMASANGAN BOUWPLANK Bahan Kayu Kuat Klas IV Kayu 5 / 7 M3 Paku Dia. 2 Inchi Kg Kayu Profil List PlapondKayu Papan 3/20 M3



HARGA SATUAN ( Rp )



SNI 03-2835-2002 ABK.1.1



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



29,693.00 0.006 0.020 0.0035



2,500,000.00 22,000.00 8,000.00



15,000.00 440.00 28.00 15,468.00



0.100 0.100 0.010 0.005



55,000.00 75,000.00 80,000.00 85,000.00



5,500.00 7,500.00 800.00 425.00 14,225.00 29,693.00



Jumlah SNI.2835.2008 ABK-2835-6.1



PEKERJAAN TANAH DAN PASIR 1 M3 GALIAN TANAH BIASA Pekerja Mandor



Hari Hari



0.750 0.025



55,000.00 85,000.00 Jumlah



ABK-2835-6.9



1 M3 URUGAN TANAH KEMBALI Pekerja Mandor



Oh Oh



0.250 0.008



55,000.00 85,000.00 Jumlah



SNI.2836.2008 SNI.2008.P.6.9



1.200 0.432



145,000.00 109,000.00



174,000.00 47,088.00 221,088.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



0.780 0.390 0.039 0.039



55,000.00 75,000.00 80,000.00 85,000.00



42,900.00 29,250.00 3,120.00 3,315.00 78,585.00 299,673.00 629,425.00



Oh Oh Oh Oh



299,673.00



1 M3 PONDASI BATU KALI 1Pc : 4Ps Bahan Semen Portland Pasir Pasang



M3 Kg M3



1.200 163.000 0.520



145,000.00 1,500.00 115,000.00



174,000.00 244,500.00 59,800.00 478,300.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



1.500 0.750 0.075 0.075



55,000.00 75,000.00 80,000.00 85,000.00



82,500.00 56,250.00 6,000.00 6,375.00 151,125.00 629,425.00



Batu Kali



SNI.7396.2008 ABK-7394-6.4



43,375.00 41,250.00 2,125.00 43,375.00 14,458.33 13,750.00 708.33 14,458.33



PEKERJAAN PONDASI 1 M3 PASANGAN BATU KOSONG (ANSTAMPING) Bahan Batu Kali M3 Pasir Urug M3



Jumlah ABK-2836-6.2



JUMLAH ( Rp )



Jumlah PEKERJAAN BETON 1 M3 BETON LANTAI KERJA mutu f'c = 7,4 Mpa (K 100), slump (3-6) cm Bahan Semen Portland 218 Kg 230.000 1,500.00 Pasir Pasang 0.52 M3 0.638 115,000.00 Kerikil Beton 0.87 M3 0.708 187,000.00 Air Ltr 200.000 100.00 Tenaga



658,501.16 345,000.00 73,353.57 132,447.59 20,000.00 570,801.16



NO



ANALISA Pekerja Tukang Kepala Tukang Mandor



SNI.2008.B.6.7



SAT Oh Oh Oh Oh



VOLUME 1.200 0.200 0.020 0.060



HARGA SATUAN ( Rp ) 55,000.00 75,000.00 80,000.00 85,000.00



Jumlah 1 M3 BETON mutu f'c = 19,3 Mpa (K 225), slump (12 ± 2) cm, w/c = 0,58 Bahan Semen Portland Kg 371.0000 1,500.00 Pasir Pasang M3 0.4986 115,000.00 Kerikil Beton M3 0.7221 187,000.00 Air Ltr 200.000 100.00 Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



1.6500 0.2750 0.0280 0.0830



90,750.00 20,625.00 2,240.00 7,055.00 120,670.00 889,532.61



1 Kg PEMBESIAN DENGAN BESI POLOS/ULIR Bahan Besi Beton KS Kawat Beton



Kg Kg



1.050 0.015



15,000.00 20,000.00



15,750.00 300.00 16,050.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.007 0.007 0.0007 0.0004



55,000.00 75,000.00 80,000.00 85,000.00



385.00 525.00 56.00 34.00 1,000.00 17,050.00



Jumlah SNI.2008.B.6.20



Paku Dia. 2 Inchi Solar Non Subsidi



1 M2 PASANGAN BEKISTING UNTUK PONDASI Bahan Kayu Kuat Klas IV M3 Paku 2"- 4" Kg Minyak Bekisting Lt



0.040 0.300 0.100



2,500,000.00 22,000.00 7,250.00



100,000.00 6,600.00 725.00 107,325.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



0.520 0.260 0.026 0.026



55,000.00 75,000.00 80,000.00 85,000.00



28,600.00 19,500.00 2,080.00 2,210.00 52,390.00 159,715.00



Oh Oh Oh Oh



Jumlah SNI.2008.B.6.21



Paku Dia. 2 Inchi Solar Non Subsidi



1 M2 PASANGAN BEKISTING UNTUK SLOOF Bahan Kayu Kuat Klas IV Paku 2"- 4" Minyak Bekisting



M3 Kg Lt



0.045 0.300 0.100



2,500,000.00 22,000.00 7,250.00



112,500.00 6,600.00 725.00 119,825.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.520 0.260 0.026 0.026



55,000.00 75,000.00 80,000.00 85,000.00



28,600.00 19,500.00 2,080.00 2,210.00 52,390.00 172,215.00



2,500,000.00



100,000.00



Jumlah SNI.2008.B.6.22



556,500.00 57,335.71 135,026.90 20,000.00 768,862.61



55,000.00 75,000.00 80,000.00 85,000.00 Jumlah



SNI.2008.B.6.7



JUMLAH ( Rp ) 66,000.00 15,000.00 1,600.00 5,100.00 87,700.00 658,501.16



1 M2 PASANGAN BEKISTING UNTUK KOLOM Bahan Kayu Kuat Klas IV M3



0.040



Paku 2"- 4" Minyak Bekisting Kayu Balok Kelas IV Plywood 9 mm Kayu Dolken



Kg Lt M3 Lbr Btg



0.400 0.200 0.015 0.350 2.000



HARGA SATUAN ( Rp ) 22,000.00 7,250.00 2,500,000.00 137,500.00 11,000.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.660 0.330 0.033 0.033



55,000.00 75,000.00 80,000.00 85,000.00



36,300.00 24,750.00 2,664.00 2,830.50 66,544.50 284,419.50



NO Paku Dia. 2 Inchi Solar Non Subsidi Kayu Kuat Klas IV Triplek, T = 9 mm



ANALISA



SAT



VOLUME



Jumlah 1 M2 PASANGAN BEKISTING UNTUK BALOK Bahan Kayu Kuat Klas IV Paku Dia. 2 Inchi Paku 2"- 4" Solar Non Subsidi Minyak Bekisting Kayu Kuat Klas IV Kayu Balok Kelas IV Triplek, T = 9 mm Plywood 9 mm Kayu Dolken



JUMLAH ( Rp ) 8,800.00 1,450.00 37,500.00 48,125.00 22,000.00 217,875.00



SNI.2008.B.6.23



Tenaga Pekerja Tukang Kepala Tukang Mandor



M3 Kg Lt M3 Lbr Btg



0.040 0.400 0.200 0.018 0.350 2.000



2,500,000.00 22,000.00 7,250.00 2,500,000.00 137,500.00 11,000.00



100,000.00 8,800.00 1,450.00 45,000.00 48,125.00 22,000.00 225,375.00



Oh Oh Oh Oh



0.320 0.330 0.033 0.033



55,000.00 75,000.00 80,000.00 85,000.00



17,600.00 24,750.00 2,664.00 2,830.50 47,844.50 273,219.50



0.040 0.400 0.200 0.015 0.350 6.000



2,500,000.00 22,000.00 7,250.00 2,500,000.00 137,500.00 11,000.00



100,000.00 8,800.00 1,450.00 37,500.00 48,125.00 66,000.00 261,875.00



0.660 0.330 0.033 0.006



55,000.00 75,000.00 80,000.00 85,000.00



36,300.00 24,750.00 2,640.00 510.00 64,200.00 326,075.00 4,531,853.61 889,532.61 1,920,171.00 1,722,150.00 4,531,853.61 85,191.15 889,532.61 3,251,946.50 2,844,195.00 6,985,674.11 85,191.15 5,814,698.61 889,532.61 2,192,971.00 2,732,195.00 5,814,698.61



Jumlah SNI.2008.B.6.24



1 M2 PASANGAN BEKISTING UNTUK LANTAI Bahan Kayu Kuat Klas IV M3 Paku Dia. 2 Inchi Paku 2"- 4" Kg Solar Non Subsidi Minyak Bekisting Lt Kayu Kuat Klas IV Kayu Balok Kelas IV M3 Triplek, T = 9 mm Plywood 9 mm Lbr Kayu Dolken Btg Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



Jumlah ABK.BT.SL



ABK-7394-6.35



ABK.BT. RB



1M3 BETON SLOOF 15/20, 112.62 Kg Besi Beton 1:2:3 Pembesian Begisting



M3 Kg M2



1.00 112.62 10.00



889,532.61 17,050.00 172,215.00 Jumlah



1M3 BETON KOLOM 11/11, 190.73 Kg Besi Beton 1:2:3 Pembesian Begisting



M3 Kg M2



1.00 190.73 10.00



889,532.61 17,050.00 284,419.50 Jumlah Per M' Kolom 11/11



1M3 BETON BALOK 13/20, 128.62 Kg Besi Beton 1:2:3 Pembesian Begisting



M3 Kg M2



1.00 128.62 10.00



889,532.61 17,050.00 273,219.50 Jumlah



NO ABK.BT.PL 10



SNI.6897.2008 DT91-0009-6.9



ANALISA 1M3 BETON PLAT 10 Cm, 144.67 Kg Besi Beton 1:2:3 Pembesian Begisting



SAT



VOLUME



M3 Kg M2



1.00 144.67 10.00



HARGA SATUAN ( Rp ) 889,532.61 17,050.00 326,075.00 Jumlah



PEKERJAAN DINDING 1 M2 PASANGAN BATU - BATA 1Pc : 4Ps Bahan Batu Bata Biasa Semen Portland Pasir Pasang



Bh Kg M3



70.000 11.500 0.043



650.00 1,500.00 115,000.00



45,500.00 17,250.00 4,945.00 67,695.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.300 0.100 0.010 0.015



55,000.00 75,000.00 80,000.00 85,000.00



16,500.00 7,500.00 800.00 1,275.00 26,075.00 93,770.00



93,770.00



Jumlah SNI.2837.2008 ABK-2837-6.4



PEKERJAAN PLESTERAN 1 M2 PLESTERAN 1Pc : 4Ps, Tebal 15 mm Bahan Semen Portland Pasir Pasang



Kg M3



6.240 0.024



1,500.00 115,000.00



9,360.00 2,760.00 12,120.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.300 0.150 0.015 0.015



55,000.00 75,000.00 80,000.00 85,000.00



16,500.00 11,250.00 1,200.00 1,275.00 30,225.00 42,345.00



42,345.00



Jumlah SNI.3434.2008 DT91-0011-6.2



PEKERJAAN KAYU 1 M3 PEKERJAAN KUSEN PINTU DAN JENDELA Bahan Kayu Kuat Klas II M3 Paku Dia. 4 Inchi Kg Lem Kayu Kg Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



6,681,687.50 1.200 1.250 1.000



4,000,000.00 13,750.00 15,000.00



4,800,000.00 17,187.50 15,000.00 4,832,187.50



6.000 18.000 1.800 0.300



55,000.00 75,000.00 80,000.00 85,000.00



330,000.00 1,350,000.00 144,000.00 25,500.00 1,849,500.00 6,681,687.50 475,750.00



Jumlah DT91-0011-6.5 Kayu Kuat Klas II



1 M2 PEKERJAAN PINTU PANEL Bahan Kayu Papan Kelas II Lem Kayu



M3 Kg



0.040 0.500



4,000,000.00 15,000.00



160,000.00 7,500.00 167,500.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



1.000 3.000 0.300 0.050



55,000.00 75,000.00 80,000.00 85,000.00



55,000.00 225,000.00 24,000.00 4,250.00 308,250.00 475,750.00 537,762.50



4,000,000.00



160,000.00



Jumlah ABK.B.2 Kayu Kuat Klas II



JUMLAH ( Rp ) 6,616,906.11 889,532.61 2,466,623.50 3,260,750.00 6,616,906.11



1 M2 PEKERJAAN PINTU PANEL (lapis seng) Bahan Kayu Papan Kelas II



M3



0.040



Lem Kayu Seng Plat



Kg m2



HARGA SATUAN ( Rp ) 0.500 15,000.00 1.100 56,375.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



1.000 3.000 0.300 0.050



NO



ANALISA



SAT



VOLUME



55,000.00 75,000.00 80,000.00 85,000.00



55,000.00 225,000.00 24,000.00 4,250.00 308,250.00 537,762.50 40,185.00 6,160.00 2,750.00 8,910.00



Jumlah ABK- 3434.6.19 Kayu Kuat Klas II



1 M2 PAS. RANGKA PLAFOND Bahan Kayu Kuat Kelas II Paku Dia. 2.5 Inchi



M3 Kg



0.0015 0.200



4,000,000.00 13,750.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.150 0.300 0.030 0.075



55,000.00 75,000.00 80,000.00 85,000.00 Jumlah



DT91-0010-6.21 Kayu Kuat Klas II



Kayu Kuat Klas II



M3 Kg



0.0108 0.100



4,000,000.00 22,000.00



43,200.00 2,200.00 45,400.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.100 0.200 0.020 0.005



55,000.00 75,000.00 80,000.00 85,000.00



5,500.00 15,000.00 1,600.00 425.00 22,525.00 67,925.00



PEKERJAAN KACA 1 M2 PASANG KACA HIDUP, TEBAL 5 MM Bahan : Kayu Kuat Kelas II Kaca Bening 3 mm



M3 m2



1.1000



4,000,000.00 125,000.00



140,000.00 137,500.00 277,500.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.0150 0.1500 0.0150 0.00075



55,000.00 75,000.00 80,000.00 85,000.00



825.00 11,250.00 1,200.00 63.75 13,338.75 290,838.75 181,638.75



290,838.75 0.0350



Jumlah ABK.8.4



1 M2 PASANG KACA, TEBAL 5 MM Bahan : Kaca Bening 5 mm



m2



1.1000



153,000.00



168,300.00 168,300.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.0150 0.1500 0.0150 0.00075



55,000.00 75,000.00 80,000.00 85,000.00



825.00 11,250.00 1,200.00 63.75 13,338.75 181,638.75



Jumlah SNI.2839.2008 ABK- 2839-.6.5



22,500.00 2,400.00 6,375.00 31,275.00 40,185.00 67,925.00



1 M' PASANGAN LISPLANG Bahan Kayu Kuat Kelas II Paku Dia. 2 Inchi



Jumlah SNI.2002 ABK.8.1



JUMLAH ( Rp ) 7,500.00 62,012.50 229,512.50



PEKERJAAN LANGIT-LANGIT 1 M2 PASANG LANGIT-LANGIT TRIPLEK, Bahan :



32,581.25



NO



ANALISA



Triplek, T = 3 mm Triplek (120 x 240) tebal 3 mm Paku Dia. 1 Inchi Paku Triplek Tenaga Pekerja Tukang Kepala Tukang Mandor



lbr kg



HARGA SATUAN ( Rp ) 0.375 46,750.00 0.030 27,500.00



Oh Oh Oh Oh



0.100 0.100 0.010 0.005



SAT



VOLUME



55,000.00 75,000.00 80,000.00 85,000.00



5,500.00 7,500.00 800.00 425.00 14,225.00 32,581.25 15,555.00



Jumlah DT91-0013-6.10



1 M' PASANG LIST PLAFOND KAYU PROFIL Bahan : List Kayu Profil Paku Dia. 1 Inchi



m' Kg



1.050 0.010



8,000.00 27,500.00



8,400.00 275.00 8,400.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.050 0.050 0.005 0.003



55,000.00 75,000.00 80,000.00 85,000.00



2,750.00 3,750.00 400.00 255.00 7,155.00 15,555.00 #REF!



Jumlah DT91-0011-6.13



1 M2 Kuda-kuda + Gording Bahan : kayu Kelas II Besi Strip Tebal 5 mm Paku 4 "



m3 kg kg



1.200 15.000 5.600



#REF! 14,000.00 153,000.00



#REF! 210,000.00 856,800.00 #REF!



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



6.700 20.100 2.010 0.335



55,000.00 75,000.00 80,000.00 85,000.00



368,500.00 1,507,500.00 160,800.00 28,475.00 2,065,275.00 #REF!



Jumlah SNI.7395.2008 DT91-0012-6.4



PEKERJAAN LANTAI 1 M2 PASANG LANTAI KERAMIK UKURAN 40 X 40 CM Bahan Keramik 40 x 40 cm Bh 6.2500 Semen portland Kg 10.0000 Pasir pasang M3 0.0450 Semen warna Kg 1.5000 Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



152,050.00 9,240.00 1,500.00 115,000.00 2,400.00



57,750.00 15,000.00 5,175.00 3,600.00 81,525.00



55,000.00 75,000.00 80,000.00 85,000.00



38,500.00 26,250.00 2,800.00 2,975.00 70,525.00 152,050.00 113,417.00



2,288.00 1,500.00 115,000.00 2,400.00



60,632.00 17,070.00 4,830.00 3,600.00 86,132.00



55,000.00 75,000.00 80,000.00



14,850.00 10,125.00 1,120.00



0.7000 0.3500 0.0350 0.0350 Jumlah



SNI 7395:2008:6.36



JUMLAH ( Rp ) 17,531.25 825.00 18,356.25



1 M2 PASANG LANTAI KERAMIK UKURAN 20 X 20 CM Bahan Keramik 20 x 20 cm Bh 26.5000 Semen portland Kg 11.3800 Pasir pasang M3 0.0420 Semen warna Kg 1.5000 Tenaga Pekerja Tukang Kepala Tukang



Oh Oh Oh



0.2700 0.1350 0.0140



NO



ANALISA Mandor



SAT



VOLUME



Oh



0.0140



HARGA SATUAN ( Rp ) 85,000.00 Jumlah



SNI 7395:2008:6.54



1 M2 PASANG KERAMIK DINDING UKURAN 20 X 25 CM Bahan Keramik 20 x 25 cm Bh 21.2000 Semen portland Kg 9.3000 Pasir pasang M3 0.0180 Semen warna Kg 1.5520 Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



2,860.00 1,500.00 115,000.00 2,400.00



60,632.00 13,950.00 2,070.00 3,724.80 80,376.80



55,000.00 75,000.00 80,000.00 85,000.00



4,950.00 33,750.00 3,600.00 3,825.00 46,125.00 126,501.80



0.0900 0.4500 0.0450 0.0450 Jumlah



PEKERJAAN KUNCI DAN PENGGANTUNGAN 1 BH PASANG KUNCI TANAM 2 SLAG Bahan Kunci Pintu setara YalleKunci Tanam Slag Besar Bh SNI.2002 ABK.Ka



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



159,275.00 1.0000



120,000.00



120,000.00 120,000.00



0.0100 0.5000 0.0100 0.0050



55,000.00 75,000.00 80,000.00 85,000.00



550.00 37,500.00 800.00 425.00 39,275.00 159,275.00 31,838.75



Jumlah ABK.KC



1 BH PASANG ENGSEL PINTU KUNINGAN Bahan Engsel Pintu



Bh



1.0000



18,500.00



18,500.00 18,500.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.0150 0.1500 0.0150 0.00075



55,000.00 75,000.00 80,000.00 85,000.00



825.00 11,250.00 1,200.00 63.75 13,338.75 31,838.75 34,285.00



Jumlah ABtCKd



1 BH PASANG GRENDEL PINTU Bahan Grendel Pintu



Bh



1.0000



16,500.00



16,500.00 16,500.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.0200 0.2000 0.0200 0.00100



55,000.00 75,000.00 80,000.00 85,000.00



1,100.00 15,000.00 1,600.00 85.00 17,785.00 34,285.00 25,392.50



Jumlah ABK.Ke



JUMLAH ( Rp ) 1,190.00 27,285.00 113,417.00 126,501.80



1 BH PASANG ENGSEL JENDELA Bahan Engsel Jendela



Bh



1.0000



16,500.00



16,500.00 16,500.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.0100 0.1000 0.0100 0.0005



55,000.00 75,000.00 80,000.00 85,000.00



550.00 7,500.00 800.00 42.50 8,892.50



NO ABK.Kf



ANALISA



SAT



VOLUME



HARGA SATUAN ( Rp ) Jumlah



JUMLAH ( Rp ) 25,392.50 29,838.75



1 BH PASANG HAK ANGIN JENDELA Bahan Kaitan Angin



Bh



1.0000



16,500.00



16,500.00 16,500.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.0150 0.1500 0.0150 0.00075



55,000.00 75,000.00 80,000.00 85,000.00



825.00 11,250.00 1,200.00 63.75 13,338.75 29,838.75 18,787.75



Jumlah ABK.Kg



1 BH PASANG HANDLE JENDELA Bahan Tarikan Jendela



Bh



1.0000



5,500.00



5,500.00 5,500.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.0150 0.1500 0.0150 0.00015



55,000.00 75,000.00 80,000.00 85,000.00



825.00 11,250.00 1,200.00 12.75 13,287.75 18,787.75 18,817.50



Jumlah ABK.Kh



1 BH PASANG GRENDEL JENDELA Bahan Grendel Jendela



Bh



1.0000



5,500.00



5,500.00 5,500.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



0.0150 0.1500 0.0150 0.00050



55,000.00 75,000.00 80,000.00 85,000.00



825.00 11,250.00 1,200.00 42.50 13,317.50 18,817.50



Jumlah SNI.2002 ABK.WC.1



PEKERJAAN SANITAIR 1 BH PASANGAN KLOSET JONGKOK Bahan Klosed Jongkok Semen Portland Pasir Pasang



Bh Kg M3



1.000 6.000 0.010



132,000.00 1,500.00 115,000.00



132,000.00 9,000.00 1,150.00 142,150.00



Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



1.000 1.500 1.000 0.150



55,000.00 75,000.00 80,000.00 85,000.00



55,000.00 112,500.00 80,000.00 12,750.00 260,250.00 402,400.00 541,250.00



402,400.00



Jumlah ABK.BF1



1 BH PAS BAK AIR FIBER GLASS Bahan Bak Mandi Feber Glass Bak Air Fibre Glass Semen Portland Pasir Pasang Tenaga Pekerja Tukang Kepala Tukang Mandor



Bh Kg M3



1.000 6.000 0.010



230,000.00 1,500.00 115,000.00



230,000.00 9,000.00 1,150.00 240,150.00



Oh Oh Oh Oh



1.000 1.500 1.500 0.160



55,000.00 75,000.00 80,000.00 85,000.00



55,000.00 112,500.00 120,000.00 13,600.00 301,100.00 541,250.00



Jumlah



NO



ANALISA



1 BH PAS BAK AIR FIBER GLASS Bahan Bak Mandi Feber Glass Galian Tanah Pas. Bata 1 : 4 Plesteran 1: 4



SAT



VOLUME



HARGA SATUAN ( Rp )



JUMLAH ( Rp ) 142,424.63



43,375.00 93,770.00 42,345.00



5,855.63 98,458.50 38,110.50 142,424.63



ABK.Sal



m3 m3 m3



0.135 1.050 0.900 Jumlah



SNI.2002 ABK.C.1



Dempul Cat Bee Brand Cat Bee Brand



PEKERJAAN PENGECATAN 1 M2 PENGECATAN BIDANG KAYU BARU 3 LAPIS Bahan Cat Meny Kg Dempul Kayu Kg Cat Dasar Kg Cat Penutup 2 x Kg Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



38,367.50 0.200 0.150 0.170 0.260



25,000.00 30,000.00 55,000.00 55,000.00



5,000.00 4,500.00 9,350.00 14,300.00 33,150.00



0.0700 0.0090 0.0060 0.0025



55,000.00 75,000.00 80,000.00 85,000.00



3,850.00 675.00 480.00 212.50 5,217.50 38,367.50 18,541.50



Jumlah ABK.C.2



1 M2 PENGECATAN TEMBOK BARU 3 LAPIS Bahan Dempul Plamir Tembok Cat Metrolite Isi 5 Kg Cat Dasar Cat Metrolite Isi 5 Kg Cat Penutup 2 x Tenaga Pekerja Tukang Kepala Tukang Mandor



Kg Kg Kg



0.100 0.100 0.260



30,000.00 25,000.00 25,000.00



3,000.00 2,500.00 6,500.00 12,000.00



Oh Oh Oh Oh



0.020 0.063 0.0063 0.0025



55,000.00 75,000.00 80,000.00 85,000.00



1,100.00 4,725.00 504.00 212.50 6,541.50 18,541.50 15,541.50



0.100 0.260



25,000.00 25,000.00



2,500.00 6,500.00 9,000.00



0.020 0.063 0.0063 0.0025



55,000.00 75,000.00 80,000.00 85,000.00



1,100.00 4,725.00 504.00 212.50 6,541.50 15,541.50



Jumlah ABK.C.3 Cat Metrolite Isi 5 Kg Cat Metrolite Isi 5 Kg Cat Metrolite Isi 5 Kg



1 M2 PENGECATAN PLAFOOND PLYWOOD BARU Bahan Cat Dasar Kg Cat Penutup 2 x Kg Tenaga Pekerja Tukang Kepala Tukang Mandor



Oh Oh Oh Oh



Jumlah



NO



ANALISA



SAT



VOLUME



HARGA SATUAN ( Rp )



JUMLAH ( Rp )



RENCANA ANGGARAN BIAYA (RAB) Pekerjaan Lokasi Volume



No. I.



: Pembangunan Rumah type 36 : : 1 Unit



Uraian Pekerjaan



1 2



PEKERJAAN PERSIAPAN Pembersihan Lokasi Pengadaan Air Kerja



1 2 3



PEKERJAAN TANAH Pasangan Bowplank Galian Tanah Urugan Tanah Kembali



II.



Analisa



Ls 1.00 Unit Ls 1.00 Unit Sub Total Pekerjaan Persiapan ABK.1.1 ABK-2835-6.1 ABK-2835-6.9 Sub Total Pekerjaan Tanah



III. 1 2 3 4 5 6 7 8 9 10 11



PEKERJAAN PASANGAN Pek. Sloof 15/20 Pek. Ring Balok 15/20 Pek. Kolom Praktis 13/13 Pek. Dak Beton tb. 10 cm Pek. Pondasi Batu Kali 1 : 4 Pas. Batu Bata 1 : 4 Pek. Plesteran 1 : 4 Lantai Keramik 40/40 Lantai Keramik Kamar Mandi 20/20 Dinding Keramik Kamar Mandi 20/25 Pek. Beton Tumbuk Bawah Lantai 1:3:5



IV.



PEKERJAAN KAYU / KACA Kuzen Pintu Jendela dan Ventilasi Pintu Panil Papan Pintu PVC Jendela Kaca 5 mm Hidup Jendela Kaca 5 mm Mati Pekerjaan Ventilasi Roster Pekerjaan Ventilasi Kaca Mati 3 mm



1 2 3 4 5 6 7 V.



Volume



Harga Satuan (Rp)



Jumlah (Rp)



500,000.00 350,000.00



500,000.00 350,000.00 850,000.00



28.00 M' 17.85 M3 4.46 M3



29,693.00 43,375.00 14,458.33



831,404.00 774,243.75 64,520.31 1,670,168.06



M3 M3 Ml M3 M3 M2 M2 M2 M2 M2 M3



4,531,853.61 5,814,698.61 85,191.15 6,616,906.11 629,425.00 93,770.00 42,345.00 152,050.00 113,417.00 126,501.80 658,501.16



5,778,113.35 9,428,070.50 114,049.65 3,308,453.06 7,022,022.66 13,331,149.62 12,040,258.73 5,929,950.00 340,251.00 1,092,975.55 1,959,040.94 60,344,335.07



M3 M2 Unit M2 M2 Bh M2



6,681,687.50 475,750.00 750,000.00 290,838.75 181,638.75 20,000.00 181,638.75



4,122,601.19 4,667,107.50 750,000.00 444,983.29 553,998.19 160,000.00 127,147.13 10,825,837.29



ABK.BT.SL 1.28 ABK.BT. RB 1.62 ABK-7394-6.35 1.34 ABK.BT.PL 10 0.50 ABK-2836-6.2 11.16 DT91-0009-6.9 142.17 ABK-2837-6.4 284.34 DT91-0012-6.4 39.00 SNI 7395:2008:6.36 3.00 SNI 7395:2008:6.54 8.64 ABK-7394-6.4 2.98 Sub Total Pekerjaan pasangan DT91-0011-6.2 DT91-0011-6.5 Ls ABK.8.1 ABK.8.4 Ls ABK.8.4 Sub Total Pekerjaan Kayu / Kaca



0.62 9.81 1.00 1.53 3.05 8.00 0.70



PEKERJAAN ATAP / PLAFOND 1 2 3 4 5



VI. 1 2 3 4 5 6 7 VII. 1 2 3 4 5 6 7



Ls 58.30 DT91-0010-6.21 19.87 ABK- 3434.6.19 50.49 ABK- 2839-.6.5 50.49 DT91-0013-6.10 104.87 Sub Total Pekerjaan Atap / Plafond



m2 Ml M2 M2 Ml



165,000.00 67,925.00 40,185.00 32,581.25 15,555.00



9,619,919.17 1,349,479.94 2,028,940.65 1,645,027.31 1,631,209.38 16,274,576.45



ABK.Ka 4.00 ABK.KC 12.00 ABtCKd 4.00 ABK.Ke 12.00 ABK.Kf 12.00 ABK.Kh 12.00 ABK.Kg 6.00 Sub Total Pekerjaan Kunci dan gantungan



Bh Bh Bh Bh Bh Bh Bh



159,275.00 31,838.75 34,285.00 25,392.50 29,838.75 18,817.50 18,787.75



637,100.00 382,065.00 137,140.00 304,710.00 358,065.00 225,810.00 112,726.50 2,157,616.50



Unit Titik Bh Bh Bh Bh Bh



3,500,000.00 120,000.00 22,000.00 22,000.00 22,000.00 38,500.00 35,750.00



3,500,000.00 1,320,000.00 44,000.00 66,000.00 88,000.00 38,500.00 250,250.00 5,306,750.00



Unit



5,000,000.00



5,000,000.00



Unit Unit Bh Unit Bh Bh



2,500,000.00 2,000,000.00 402,400.00 541,250.00 10,000.00 15,000.00



2,500,000.00 2,000,000.00 402,400.00 541,250.00 10,000.00 15,000.00



Atap Metal+Kuda-Kuda Baja Ringan+ Bubungan



Listplank Papan Pas. Rangka Plafond Kayu Pas. Plafond Triplex 4 mm List Plafond Kayu Profil PEKERJAAN KUNCI/GANTUNGAN Kunci Tanam 2 Slag Engsel Pintu Grendel Pintu Engsel Jendela Kait Angin Jendela Grendel Jendela Handle Jendela PEKERJAAN INSTALASI LISTRIK Pemasangan Listrik Baru Instalasi Titik Api Saklar Ganda Saklar Tunggal Stop Kontak Pas. MCB 6 A + Box Lampu SNI SL 18 Watt



Ls 1.00 Ls 11.00 Ls 2.00 Ls 3.00 Ls 4.00 Ls 1.00 Ls 7.00 Sub Total Pekerjaan Instalasi Listrik VIII. PEKERJAAN AIR BERSIH DAN AIR KOTOR 1 Pemasangan PAM/ Pemb. Sumur + Mesin Air Ls 1.00 Serta Asesoris 2 3 4 5 6 7



Instalasi Air Bersih Instalasi Air Kotor Closed Jongkok Bak Fiber Kran Air Saringan Air Kotor



Ls Ls ABK.WC.1 ABK.BF1 Ls Ls



1.00 1.00 1.00 1.00 1.00 1.00



No. 8 9 IX. 1 2 3 X. 1



Uraian Pekerjaan



Analisa



Volume



Ls 1.00 Pipa Hawa T ( untuk septik tank ) Ls 1.00 Pekerjaan Septiktank dan Peresapan Sub Total Pekerjaan air bersih dan air kotor PEKERJAAN PENGECATAN ABK.C.1 Cat Kayu 14.22 ABK.C.2 Cat Dinding Tembok 284.34 ABK.C.3 50.49 Cat Plafond Sub Total pekerjaan Pengecatan PEMBERSIHAN AKHIR Ls 1.00 Pembersihan Akhir Sub Total Pekerjaan Lain-Lain



Bh Unit



Harga Satuan (Rp)



Jumlah (Rp)



22,000.00 5,000,000.00



22,000.00 5,000,000.00 15,490,650.00



m2 m2 m2



38,367.50 18,541.50 15,541.50



545,465.38 5,272,038.19 784,690.34 6,602,193.90



Unit



478,000.00



478,000.00 478,000.00



No.



Uraian Pekerjaan



Analisa



Volume



Harga Satuan (Rp)



Jumlah (Rp)



No.



Uraian Pekerjaan



Analisa



Volume



Harga Satuan (Rp)



Jumlah (Rp)



No.



Uraian Pekerjaan



Analisa



Volume



Harga Satuan (Rp)



Curup, 2009 Dibuat oleh ;



Jumlah (Rp)



42.5



REKAPITULASI ANGGARAN BIAYA Pekerjaan Lokasi Volume



: Pembangunan Rumah type 36 : : 1 Unit



NO



URAIAN PEKERJAAN



JUMLAH (Rp.)



1



2



3



I



PEKERJAAN PERSIAPAN



Rp



II



PEKERJAAN TANAH /PASIR



850,000.00



Rp



1,670,168.06



III PEKERJAAN PASANGAN BATU/BETON



Rp



60,344,335.07



IV PEKERJAAN KAYU/KACA



Rp



10,825,837.29



V



PEKERJAAN ATAP/ PLAFOND



Rp



16,274,576.45



VI PEKERJAAN KUNO/GANTUNGAN



Rp



2,157,616.50



VII PEKERJAAN INSTALASI LISTRIK



Rp



5,306,750.00



VIII PEK. INSTALASI AIR BERSIH DAN AIR KOTOR



Rp



15,490,650.00



IX PEKERJAAN PENGECATAN



Rp



6,602,193.90



XI PEKERJAAN LAIN-LAIN



Rp



478,000.00



JUMLAH



Rp



120,000,127.27



JUMLAH TOTAL



Rp



120,000,127.27



DIBULATKAN



Rp



120,000,000.00



TERBILANG



# Seratus Dua Puluh Juta Rupiah #