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Sheet 1: HD UPAH
| ASOSIASI KONTRAKTOR LISTRIK DAN MEKANIKAL INDONESIA | ||||||||
| ANALISA HARGA SATUAN JASA | ||||||||
| PEMASANGAN INSTALASI LISTRIK | ||||||||
| NO | JENIS PEKERJAAN | HARGA | BIAYA | JUMLAH | ||||
| SATUAN | (Rp.) | DIBULATKAN | ||||||
| (Rp.) | (Rp.) | |||||||
| 1 | 2 | 3 | 4 | 5 | ||||
| DASAR UPAH | ||||||||
| - Pekerja (pembantu tukang) upah minim | ||||||||
| - Tukang | ||||||||
| - Kepala Tukang | ||||||||
| - Mandor | ||||||||
| - Teknisi | ||||||||
| - Supervisi | ||||||||
| - Tenaga Ahli (Expert) | ||||||||
| 1 | PEKERJA | |||||||
| Upah | 1 hari | 17250 | 17250 | |||||
| Transfort | 1 hari | 8000 | 8000 | |||||
| Uang Makan | 1 hari | 7000 | 7000 | |||||
| 32250 | 32250 | |||||||
| 32250 | ||||||||
| 2 | TUKANG | |||||||
| Upah | 1 hari | 24500 | 24500 | |||||
| Transfort | 1 hari | 8000 | 8000 | |||||
| Uang Makan | 1 hari | 8000 | 8000 | |||||
| 40500 | 40500 | |||||||
| 40500 | ||||||||
| 3 | TEKNISI | |||||||
| Upah | 1 hari | 38250 | 38250 | 56250 | ||||
| Transfort | 1 hari | 8000 | 8000 | |||||
| Uang Makan | 1 hari | 10000 | 10000 | |||||
| 56250 | 56250 | |||||||
| 56250 | ||||||||
| 4 | TENAGA AHLI MUDA | |||||||
| Upah | 1 hari | 93500 | 93500 | |||||
| Transfort | 1 hari | 15000 | 15000 | |||||
| Uang Makan | 1 hari | 15000 | 15000 | |||||
| 123500 | 123500 | |||||||
| 123500 | ||||||||
| 5 | SUPERVISI | |||||||
| Upah | 1 hari | 139750 | 139750 | |||||
| Transfort | 1 hari | 15000 | 15000 | 168750 | ||||
| Uang Makan | 1 hari | 20000 | 20000 | |||||
| 174750 | 174750 | |||||||
| 168750 | ||||||||
| ASOSIASI KONTRAKTOR LISTRIK DAN MEKANIKAL INDONESIA | |||||||
| ANALISA HARGA SATUAN | |||||||
| PEKERJAAN PEMASANGAN INSTALASI GARDU | |||||||
| Belum termasuk resiko,over head,keuntungan 10 % dan PPN 10 % | |||||||
| 2004 | |||||||
| HARGA | BIAYA | JUMLAH | |||||
| NO | JENIS PEKERJAAN | SATUAN | ( Rupiah ) | DIBULATKAN | |||
| ( Rupiah ) | ( Rupiah ) | ||||||
| 1 | 2 | 3 | 4 | 5 | |||
| 1a | PEKERJAAN PEMASANGAN INSTALASI GARDU | ||||||
| 1.1 | Pemasangan kubikel LBS/PT/B1 | ||||||
| - Tenaga Ahli Muda | 0.38 | Hari | 123,500 | 46,312.50 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 2 | Pekerja | 32,250 | 64,500.00 | ||||
| - Pengadaan/Pemasangan Angkur | 4 | Buah | 3,738 | 14,952.00 | |||
| 206,764.50 | 206,760.00 | ||||||
| 1.2 | Pemasangan Kubikel PGDB/PGDT | ||||||
| - Tenaga Ahli Muda | 0.50 | Hari | 123,500 | 61,750.00 | |||
| 4 | Tukang | 40,500 | 162,000.00 | ||||
| 2 | Pekerja | 32,250 | 64,500.00 | ||||
| - Pengadaan/Pemasangan Angkur | 3 | Buah | 3,738 | 11,214.00 | |||
| 299,464.00 | 299,460.00 | ||||||
| 1.3 | Pemasangan SACO | ||||||
| - Tenaga Ahli Muda | 0.50 | Hari | 123,500 | 61,750.00 | |||
| 4 | Tukang | 40,500 | 162,000.00 | ||||
| 2 | Pekerja | 32,250 | 64,500.00 | ||||
| - Pengadaan/Pemasangan Angkur | 4 | Buah | 3,738 | 14,952.00 | |||
| 303,202.00 | 303,200.00 | ||||||
| 1.4 | Pemasangan RMU.3 dan 4 Terminal(Panel Kontrol UPD) | ||||||
| - Tenaga Ahli Muda | 0.50 | Hari | 123,500 | 61,750.00 | |||
| 4 | Tukang | 40,500 | 162,000.00 | ||||
| 1 | Pekerja | 32,250 | 32,250.00 | ||||
| - Pengadaan/Pemasangan Angkur | 4 | Buah | 3,738 | 14,952.00 | |||
| 270,952.00 | 270,950.00 | ||||||
| 1.5 | Pemasangan RMU ( LBS,LBS,PB) ( Beton,Kiosk,Portal) | ||||||
| - Tenaga Ahli Muda | 0.50 | Hari | 123,500 | 61,750.00 | |||
| 4 | Tukang | 40,500 | 162,000.00 | ||||
| 2 | Pekerja | 32,250 | 64,500.00 | ||||
| - Pengadaan/Pemasangan Angkur | 4 | Buah | 3,738 | 14,952.00 | |||
| 303,202.00 | 303,200.00 | ||||||
| 1.6 | Pemasangan ( Peletakan ke posisi sebenarnya ) Trafo 100 kVA s/d 315 KVA | ||||||
| - Tenaga Ahli Muda | 0.38 | Hari | 123,500 | 46,312.50 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 3 | Pekerja | 32,250 | 96,750.00 | ||||
| 224,062.50 | 224,060.00 | ||||||
| 1.7 | Pemasangan ( Peletakan ke posisi sebenarnya )Trafo 400 kVA s/d 630 kVA | ||||||
| - Tenaga Ahli Muda | 0.38 | Hari | 123,500 | 46,312.50 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 5 | Pekerja | 32,250 | 161,250.00 | ||||
| 288,562.50 | 288,560.00 | ||||||
| 1.8 | Pemasangan ( Peletakan ke posisi sebenarnya )Trafo 1.000 kVA s/d 1.250 KVA | ||||||
| - Tenaga Ahli Muda | 0.38 | Hari | 123,500 | 46,312.50 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 8 | Pekerja | 32,250 | 258,000.00 | ||||
| 385,312.50 | 385,310.00 | ||||||
| 1.9 | Pemasangan ( Peletakan ke posisi sebenarnya )Trafo 1.600 kVA s/d 2.000 KVA | ||||||
| - Tenaga Ahli Muda | 0.38 | Hari | 123,500 | 46,312.50 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 12 | Pekerja | 32,250 | 387,000.00 | ||||
| 514,312.50 | 514,310.00 | ||||||
| 1.10 | Bracket (Kabel Tray) dan Grounding | ||||||
| - Tenaga Ahli Muda | 0.25 | Hari | 123,500 | 30,875.00 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 32,250 | 111,875.00 | 111,870.00 | |||||
| 1.11 | Rak TR 4 Jurusan | ||||||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 32,250 | 96,437.50 | 96,430.00 | |||||
| 1.12 | Rak TR 6 & 8 Jurusan | ||||||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 1 | Pekerja | 32,250 | 32,250.00 | ||||
| 128,687.50 | 128,680.00 | ||||||
| 1.13 | Pemasangan LBS untuk Gardu Beton Open Type | ||||||
| - Tenaga Ahli Muda | 0.38 | Hari | 123,500 | 46,312.50 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| - Pengadaan/Pemasangan angkur | 4 | Pekerja | 32,250 | 129,000.00 | |||
| 256,312.50 | 256,310.00 | ||||||
| 1.14 | L.V.C.B Outdoor untuk gardu CANTOL | ||||||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 96,437.50 | 96,430.00 | ||||||
| 1.15 | L.V.S.B Outdoor untuk gardu Portal | ||||||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 3 | Pekerja | 32,250 | 96,750.00 | ||||
| 193,187.50 | 193,180.00 | ||||||
| 1.16 | Single Core TM 3 x ( 1x 25 mm2 ) di MV Cell | ||||||
| - Tenaga Ahli Muda | 0.67 | Hari | 123,500 | 82,333.33 | |||
| 0.67 | Tukang | 40,500 | 27,000.00 | ||||
| 0.33 | Pekerja | 32,250 | 10,750.00 | ||||
| 120,083.33 | 120,080.00 | ||||||
| 1.17 | Single Core TM 3 x ( 1x 25 mm2 ) di Trafo | ||||||
| - Tenaga Ahli Muda | 0.67 | Hari | 123,500 | 82,333.33 | |||
| 0.67 | Tukang | 40,500 | 27,000.00 | ||||
| 0.33 | Pekerja | 32,250 | 10,750.00 | ||||
| 120,083.33 | 120,080.00 | ||||||
| 1.18 | Single Core TR 7 x ( 1x 240 mm2 ) di Trafo | ||||||
| - Tenaga Ahli Muda | 0.25 | Hari | 123,500 | 30,875.00 | |||
| 0.13 | Tukang | 40,500 | 5,062.50 | ||||
| 0.13 | Pekerja | 32,250 | 4,031.25 | ||||
| 39,968.75 | 39,960.00 | ||||||
| 1.19 | Single Core TR 7 x ( 1x 240 mm2 ) di TR | ||||||
| - Tenaga Ahli Muda | 0.25 | Hari | 123,500 | 30,875.00 | |||
| 0.13 | Tukang | 40,500 | 5,062.50 | ||||
| 0.13 | Pekerja | 32,250 | 4,031.25 | ||||
| 39,968.75 | 39,960.00 | ||||||
| 1.20 | Pengadaan Penyangga Kabel TM 20 kV | ||||||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| 1 | Tukang | 40,500 | 40,500.00 | ||||
| 2 | Pekerja | 32,250 | 64,500.00 | ||||
| - Pengad/Pemas Besi U 85x45x6 mm | 1 | Meter | 15,600 | 15,600.00 | |||
| - Pengad/Pemas Klem Besi | 1 | Buah | 1,950 | 1,950.00 | |||
| 137,987.50 | 137,980.00 | ||||||
| 1.21 | IndikatormGangguan Tanah/GFD | ||||||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 96,437.50 | 96,430.00 | ||||||
| 1.22 | Pemasangan Instalasi Heater Kubikel | ||||||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| 1 | Tukang | 40,500 | 40,500.00 | ||||
| 55,937.50 | 55,930.00 | ||||||
| 1.23 | Pengadaan Kabel Heater Kubikel | 1 | Meter | 2,210 | 2,210.00 | 2,210.00 | |
| 1.24 | Pembersihan Ruangan Gardu | 2 | Pekerja | 26,250 | 52,500.00 | 52,500.00 | |
| 1.25 | Bantuan Tenaga untuk Pengujian | 2 | Tukang | 37,500 | 75,000.00 | ||
| Pengopersian | 2 | Pekerja | 26,250 | 52,500.00 | |||
| 127,500.00 | 127,500.00 | ||||||
| 1.b | PEKERJAAN PEMBONGKARAN INSTALASI GARDU | ||||||
| 1 | No: 1 s/d 19 sama dengan Pekerjaan Pemasangan | ||||||
| 2 | Pembongkaran Terminal Indoor 20 KV di Cubikel | 1 Pekerja | 26,250 | 26,250 | 26,250.00 | ||
| II | PEMASANGAN APP TYPE KHUSUS IB,IC DAN IIF | ||||||
| 2.1 | Dengan Pondasi | ||||||
| - Galian tanah biasa/rumput untk pondasi | 0.13 | m3 | 20,386 | 2,650.18 | |||
| - Pasang Batu Bata | 0.26 | m3 | 201,578 | 52,410.28 | |||
| - Pasang Angkur | 4 | Buah | 3,738 | 14,952.00 | |||
| - Pasang Fisher | 4 | Buah | 1,430 | 5,720.00 | |||
| - Plesteran 1 PC: 2 Ps ( tebal 15 mm) | 2.27 | m2 | 10,777 | 24,463.79 | |||
| - Acian Beton | 2.27 | m2 | 4,420 | 10,033.40 | |||
| - Jasa Pelaksanaan Sipil | 0.5 | Hari | 123,500 | 61,750.00 | |||
| 3 | Tukang | 40,500 | 121,500.00 | ||||
| - Jasa Pelaksanan Listrik | 0.13 | Hari | 123,500 | 16,055.00 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 390,534.65 | 390,530.00 | ||||||
| 2.2 | Dengan Strain Hook | ||||||
| - Pasang Strain Hook | 4 | Buah | 6,500 | 26,000.00 | |||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| 1 | Tukang | 40,500 | 40,500.00 | ||||
| 2 | Pekerja | 32,250 | 64,500.00 | ||||
| 146,437.50 | 146,430.00 | ||||||
| III | PEKERJAAN PEMELIHARAAN INSTALASI GARDU | ||||||
| 3.1 | Kubikel TM | ||||||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| - Tukang | 2 | Tukang | 40,500 | 81,000.00 | |||
| - Majun | 0.5 | Kg | 8,000 | 4,000.00 | |||
| - YC.8513 ( Minyak Pembersih ) | 0.5 | Liter | 75,000 | 37,500.00 | |||
| - Pasline Putih Type G.658 SFG | 0.25 | Kg | 87,500 | 21,875.00 | |||
| 159,812.50 | 159,810.00 | ||||||
| 3.2 | Kubikel pengukuran ( PGDB ) | ||||||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| - Tukang | 2 | Tukang | 40,500 | 81,000.00 | |||
| - Majun | 0.5 | Kg | 8,000 | 4,000.00 | |||
| - YC.8513 ( Minyak Pembersih ) | 0.5 | Liter | 75,000 | 37,500.00 | |||
| - Pasline Putih Type G.658 SFG | 0.25 | Kg | 87,500 | 21,875.00 | |||
| 159,812.50 | 159,810.00 | ||||||
| 3.3 | Trafo Distribusi | ||||||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| - Tukang | 2 | Tukang | 40,500 | 81,000.00 | |||
| - Majun | 0.5 | Kg | 8,000 | 4,000.00 | |||
| - YC.8513 ( Minyak Pembersih ) | 0.5 | Liter | 75,000 | 37,500.00 | |||
| 137,937.50 | 137,930.00 | ||||||
| 3.4 | Rak TR | ||||||
| - Tenaga Ahli Muda | 0.13 | Hari | 123,500 | 15,437.50 | |||
| - Tukang | 1 | Tukang | 40,500 | 40,500.00 | |||
| - Majun | 0.25 | Kg | 8,000 | 2,000.00 | |||
| - YC.8513 ( Minyak Pembersih ) | 0.5 | Liter | 75,000 | 37,500.00 | |||
| - Pasline Putih Type G.658 SFG | 0.25 | Kg | 87,500 | 21,875.00 | |||
| 117,312.50 | 117,310.00 | ||||||
| 3.5 | Detektor gangguan tanah/GFD | ||||||
| - Tukang | 1 | Tukang | 40,500 | 40,500.00 | |||
| - YC.8513 ( Minyak Pembersih ) | 0.5 | Kg | 75,000 | 37,500.00 | |||
| 78,000.00 | 78,000.00 | ||||||
| 3.6 | Pembersihan Ruangan Gardu | ||||||
| - Alat Vacum Cleaner | 1 | Buah | 13,000 | 13,000.00 | |||
| - Bahan Bakar/Olie | 1 | Liter | 2,600 | 2,600.00 | |||
| - Instalator | 1 | Tukang | 40,500 | 40,500.00 | |||
| 56,100.00 | 56,100.00 | ||||||
| IV | PEKERJAAN LAIN - LAIN | ||||||
| 4.1 | Pemasangan Gardu Besi/Kios berikut Pondasi | ||||||
| a | Pekerjaan Persiapan | 1 | Lokasi | 130,000 | 130,000.00 | ||
| b | Pasang Bouplank | 17 | Meter | 8,398 | 142,766.00 | ||
| c | Galian Tanah Biasa/Rumput | 9 | m3 | 20,386 | 183,474.00 | ||
| d | Urugan Pasir Padat | 0.5 | m3 | 49,842 | 24,921.00 | ||
| e | Pondasi Beton Tulang 1:2:3 | 4.6 | m3 | 689,193 | 3,170,287.80 | ||
| f | Pantek Pipa Arde Komplit | 4 | Batang | 130,000 | 520,000.00 | ||
| g | Plesteran 1:2 | 35 | m2 | 10,738 | 375,830.00 | ||
| h | Acian Beton | 35 | m2 | 4,420 | 154,700.00 | ||
| i | Pasang Arde Keliling Pondasi | 10 | Kg | 2,925 | 29,250.00 | ||
| j | Beton Lantai Kerja 1:2:3 | 6 | m2 | 23,375 | 140,250.00 | ||
| k | Pekerjaan Stel Kios | ||||||
| - Pelaksana | 1 | Ten.Ahl.Md | 123,500 | 123,500.00 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 3 | Pekerja | 32,250 | 96,750.00 | ||||
| l | Pembuangan tanah keluar lokasi | 9 | M3 | 21,125 | 190,125.00 | ||
| Angkutan Truk dengan Kap.3.m3 | 5,362,853.80 | 5,362,850.00 | |||||
| 2 | Pemasangan Gardu Kios Compact berikut Pondasi | ||||||
| a | Pekerjaan Persiapan | 1 | Lokasi | 130,000 | 130,000.00 | ||
| b | Pasang Bouplank | 9 | Meter | 8,398 | 75,582.00 | ||
| c | Galian Tanah Biasa/Rumput | 4.5 | m3 | 7,878 | 35,451.00 | ||
| d | Urugan Pasir Padat | 0.25 | m3 | 49,842 | 12,460.50 | ||
| e | Pondasi Beton Tulang 1:2:3 | 2.3 | m3 | 689,193 | 1,585,143.90 | ||
| f | Pantek Pipa Arde Komplit | 4 | Batang | 130,000 | 520,000.00 | ||
| g | Plesteran 1:2 | 18 | m2 | 10,738 | 193,284.00 | ||
| h | Acian Beton | 18 | m2 | 4,420 | 79,560.00 | ||
| i | Pasang Arde Keliling Pondasi | 10 | Kg | 2,925 | 29,250.00 | ||
| j | Beton Lantai Kerja 1:2:3 | 3 | m2 | 23,375 | 70,125.00 | ||
| k | Pekerjaan Stel Kios | ||||||
| - Pelaksana | 1 | Ten.Ahl.Md | 123,500 | 123,500.00 | |||
| 2 | Tukang | 40,500 | 81,000.00 | ||||
| 6 | Pekerja | 32,250 | 193,500.00 | ||||
| l | Sewa Mobil Crane | 0.88 | Hari | 112,500 | 98,437.50 | ||
| m | Pembuangan tanah keluar lokasi | 4.5 | Rit | 0.00 | |||
| Angkutan Truk dengan Kap.3 m3 | 3,227,293.90 | 3,227,290.00 | |||||
| 3 | Pengadaan Gardu Susun GRC 400 KVA Kososng (1,5x2,5x3,9)m | 39,000,000.00 | |||||
| dan saluran kabel GRC 630 KVA Kosong (1,5x2,5x4,2) | 650,000.00 | ||||||
| 4 | Pengadaan Gardu Susun GRC 400 KVA Kososng (1,5x2,5x3,9)m | 43,225,000.00 | |||||
| dan saluran kabel GRC 630 KVA Kosong (1,5x2,5x4,2) | 650,000.00 | ||||||
| ASOSIASI KONTRAKTOR LISTRIK DAN MEKANIKAL INDONESIA | ||||||||||||||
| ANALISA HARGA SATUAN | ||||||||||||||
| PEKERJAAN SALURAN KABEL TEGANGAN RENDAH | ||||||||||||||
| Belum termasuk resiko, over head, keuntungan 10 % dan PPN 10 % | ||||||||||||||
| 2004 | ||||||||||||||
| HARGA | JUMLAH | JUMLAH | ||||||||||||
| NO. | URAIAN PEKERJAAN | SATUAN | BIAYA | DIBULATKAN | ||||||||||
| (RUPIAH) | (RUPIAH) | (RUPIAH) | ||||||||||||
| 1 | 2 | 3 | 4 | 5 | ||||||||||
| 1. | PEKERJAAN GALIAN, URUGAN DAN PEMADATAN | |||||||||||||
| 1.1 | GALIAN URUGAN DAN PEMADATAN | |||||||||||||
| PADA TANAH BIASA / TANAH RUMPUT | ||||||||||||||
| a. | 1 s/d 2 jalur ( 1,00 x 0,40 x 0,80 ) | |||||||||||||
| - | GALIAN TANAH BIASA/TN.RUMPUT | = | 0.32 | m3 | 20,386.15 | 6,523.57 | ||||||||
| - | URUGAN TANAH BIASA/TN.RUMPUT | = | 0.24 | m3 | 9,464.00 | 2,271.36 | ||||||||
| - | PEMADATAN | = | 0.40 | m2 | 3,713.30 | 1,485.32 | ||||||||
| 10,280.25 | ||||||||||||||
| b. | 3 Jalur (1,00 x 0,50 x 0,80 ) | |||||||||||||
| - | GALIAN TANAH BIASA/TN.RUMPUT | = | 0.40 | m3 | 20,386.15 | 8,154.46 | ||||||||
| - | URUGAN TANAH BIASA/TN.RUMPUT | = | 0.30 | m3 | 9,464.00 | 2,839.20 | ||||||||
| - | PEMADATAN | = | 0.50 | m2 | 3,713.30 | 1,856.65 | ||||||||
| 12,850.31 | ||||||||||||||
| c. | 4 Jalur (1,00 x 0,65 x 0,80 ) | |||||||||||||
| - | GALIAN TANAH BIASA/TN.RUMPUT | = | 0.52 | m3 | 20,386.15 | 10,600.80 | ||||||||
| - | URUGAN TANAH BIASA/TN.RUMPUT | = | 0.39 | m3 | 9,464.00 | 3,690.96 | ||||||||
| - | PEMADATAN | = | 0.65 | m2 | 3,713.30 | 2,413.65 | ||||||||
| 16,705.40 | ||||||||||||||
| d. | GALIAN PENYUNTIKAN KABEL PADA | |||||||||||||
| TANAH BIASA/TN.RUMPUT (1,50 x 0,50 x 0,80 ) | ||||||||||||||
| - | GALIAN TANAH BIASA/TN.RUMPUT | = | 0.60 | m3 | 20,386.15 | 12,231.69 | ||||||||
| - | URUGAN TANAH BIASA/TN.RUMPUT | = | 0.45 | m3 | 9,464.00 | 4,258.80 | ||||||||
| - | PEMADATAN | = | 0.75 | m2 | 3,713.30 | 2,784.98 | ||||||||
| 19,275.47 | ||||||||||||||
| e. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| TANAH BIASA/TN.RUMPUT | ||||||||||||||
| ( 1 s/d 2 Jalur = 1,50 X 0,50 X 0,80 ) | ||||||||||||||
| - | GALIAN TANAH BIASA/TN.RUMPUT | = | 0.72 | m3 | 20,386.15 | 14,678.03 | ||||||||
| - | URUGAN TANAH BIASA/TN.RUMPUT | = | 0.45 | m3 | 9,464.00 | 4,258.80 | ||||||||
| - | PEMADATAN | = | 0.75 | m2 | 3,713.30 | 2,784.98 | ||||||||
| 21,721.80 | ||||||||||||||
| f. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| TANAH BIASA/TANAH RUMPUT | ||||||||||||||
| ( 3 s/d 4 Jalur = 1,50 X 0,85 X 0,80 ) | ||||||||||||||
| - | GALIAN TANAH BIASA/TN.RUMPUT | = | 1.02 | m3 | 20,386.15 | 20,793.87 | ||||||||
| - | URUGAN TANAH BIASA/TN.RUMPUT | = | 0.77 | m3 | 9,464.00 | 7,239.96 | ||||||||
| - | PEMADATAN | = | 1.28 | m2 | 3,713.30 | 4,734.46 | ||||||||
| 32,768.29 | ||||||||||||||
| g. | GALIAN LUBANG PENGEBORAN MANUAL PADA | |||||||||||||
| TANAH BIASA/TANAH RUMPUT | ||||||||||||||
| (2,00 X 1,50 X 3,00 ) | ||||||||||||||
| - | HS SAMA DENGAN HS SKTM | 0.00 | ||||||||||||
| Catatan : | ||||||||||||||
| - Rp. 20.386,15 -HS.Sipil Hal.2-No.02 | 7880 | - Rp. 3.713,3 = 2xRp.1068-HS.DKI Hal.3 TN.24 | 2136 | |||||||||||
| - Rp. 9.464, -HS.DKI Hal.2-TN.10 | 3445 | - Rp. 11.139,9 =6xRp.1068-HS.DKI HAl.3 TN.24 | 4408.24 | |||||||||||
| - Rp. 3.713,3 = 2xRp.1068-HS.DKI Hal.3 TN.24 | 2140 | - Rp. 20.386,15 -HS.Sipil Hal.2-No.02 | 7878 | |||||||||||
| - Rp. 30.579,- (300/200)x7878 HS. Sipil Hal.2 No.02 | 11817 | |||||||||||||
| 1.2. | GALIAN URUGAN DAN PEMADATAN | - Rp. 9.464, -HS.DKI Hal.2-TN.10 | 3445 | |||||||||||
| PADA TANAH KERAS / TANAH KORAL | ||||||||||||||
| a. | 1 s/d 2 jalur ( 1,00 x 0,40 x 0,80 ) | |||||||||||||
| - | GALIAN TANAH KERAS / KORAL | = | 0.32 | m3 | 24,233.23 | 7,754.63 | ||||||||
| - | URUGAN TANAH KERAS / KORAL | = | 0.24 | m3 | 9,464.00 | 2,271.36 | ||||||||
| - | PEMADATAN | = | 0.40 | m2 | 3,713.30 | 1,485.32 | ||||||||
| 11,511.31 | ||||||||||||||
| b. | 3 jalur ( 1,00 x 0,50 x 0,80 ) | |||||||||||||
| - | GALIAN TANAH KERAS / KORAL | = | 0.40 | m3 | 24,233.23 | 9,693.29 | ||||||||
| - | URUGAN TANAH KERAS / KORAL | = | 0.30 | m3 | 9,464.00 | 2,839.20 | ||||||||
| - | PEMADATAN | = | 0.50 | m2 | 3,713.30 | 1,856.65 | ||||||||
| 14,389.14 | ||||||||||||||
| c. | 4 jalur ( 1,00 x 0,65 x 0,80 ) | |||||||||||||
| - | GALIAN TANAH KERAS / KORAL | = | 0.52 | m3 | 24,233.23 | 12,601.28 | ||||||||
| - | URUGAN TANAH KERAS / KORAL | = | 0.39 | m3 | 9,464.00 | 3,690.96 | ||||||||
| - | PEMADATAN | = | 0.65 | m2 | 3,713.30 | 2,413.65 | ||||||||
| 18,705.88 | ||||||||||||||
| d. | GALIAN PENYUNTIKAN KABEL PADA | |||||||||||||
| TANAH KERAS / KORAL | ||||||||||||||
| - | GALIAN TANAH KERAS / KORAL | = | 0.60 | m3 | 24,233.23 | 14,539.94 | ||||||||
| - | URUGAN TANAH KERAS / KORAL | = | 0.45 | m3 | 9,464.00 | 4,258.80 | ||||||||
| - | PEMADATAN | = | 0.75 | m2 | 3,713.30 | 2,784.98 | ||||||||
| 21,583.71 | ||||||||||||||
| e. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| TANAH KERAS / KORAL | ||||||||||||||
| ( 1 s/d 2 jalur = 1,50 x 0,60 x 0,80 ) | ||||||||||||||
| - | GALIAN TANAH KERAS / KORAL | = | 0.72 | m3 | 24,233.23 | 17,447.93 | ||||||||
| - | URUGAN TANAH KERAS / KORAL | = | 0.54 | m3 | 9,464.00 | 5,110.56 | ||||||||
| - | PEMADATAN | = | 0.90 | m2 | 3,713.30 | 3,341.97 | ||||||||
| 25,900.46 | ||||||||||||||
| f. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| TANAH KERAS / KORAL | ||||||||||||||
| ( 3 s/d 4 jalur = 1,50 x 0,85 x 0,80 ) | ||||||||||||||
| - | GALIAN TANAH KERAS / KORAL | = | 1.02 | m3 | 24,233.23 | 24,717.89 | ||||||||
| - | URUGAN TANAH KERAS / KORAL | = | 0.77 | m3 | 9,464.00 | 7,239.96 | ||||||||
| - | PEMADATAN | = | 1.28 | m2 | 3,713.30 | 4,734.46 | ||||||||
| 36,692.31 | ||||||||||||||
| g. | GALIAN LUBANG PENGEBORAN MANUAL PADA | |||||||||||||
| TANAH KERAS / KORAL | ||||||||||||||
| ( 2,00 x 1,50 x 3,00 ) | ||||||||||||||
| - | HS SAMA DENGAN HS SKTM | 0.00 | ||||||||||||
| Catatan : | ||||||||||||||
| - Rp. 24.233,23 HS.Sipil Hal.1 No.06 | ||||||||||||||
| 1.3. | GALIAN URUGAN DAN PEMADATAN | |||||||||||||
| PADA CONBLOK / INTERBLOK | ||||||||||||||
| a. | 1 s/d 2 jalur ( 1,00 x 0,40 x 0,80 ) | |||||||||||||
| - | BONGKAR CONBLOK / INTERBLOK | = | 0.60 | m2 | 1,600.20 | 960.12 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.30 | m3 | 24,233.23 | 7,173.04 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.16 | m3 | 9,464.00 | 1,514.24 | ||||||||
| - | PEMADATAN | = | 0.40 | m2 | 3,713.30 | 1,485.32 | ||||||||
| 11,132.72 | ||||||||||||||
| b. | 3 jalur ( 1,00 x 0,50 x 0,80 ) | |||||||||||||
| - | BONGKAR CONBLOK / INTERBLOK | = | 0.70 | m2 | 1,600.20 | 1,120.14 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.37 | m3 | 24,233.23 | 8,966.30 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.20 | m3 | 9,464.00 | 1,892.80 | ||||||||
| - | PEMADATAN | = | 0.50 | m2 | 3,713.30 | 1,856.65 | ||||||||
| 13,835.89 | ||||||||||||||
| c. | 4 jalur ( 1,00 x 0,65 x 0,80 ) | |||||||||||||
| - | BONGKAR CONBLOK / INTERBLOK | = | 0.85 | m2 | 1,600.20 | 1,360.17 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.48 | m3 | 24,233.23 | 11,656.18 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.26 | m3 | 9,464.00 | 2,460.64 | ||||||||
| - | PEMADATAN | = | 0.65 | m2 | 3,713.30 | 2,413.65 | ||||||||
| 17,890.64 | ||||||||||||||
| d. | GALIAN PENYUNTIKAN KABEL PADA | |||||||||||||
| CONBLOK / INTERBLOK ( 1,50 X 0,50 X 0,80 ) | ||||||||||||||
| - | BONGKAR CONBLOK / INTERBLOK | = | 1.05 | m2 | 1,600.20 | 1,680.21 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.56 | m3 | 24,233.23 | 13,449.44 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.30 | m3 | 9,464.00 | 2,839.20 | ||||||||
| - | PEMADATAN | = | 0.75 | m2 | 3,713.30 | 2,784.98 | ||||||||
| 20,753.83 | ||||||||||||||
| e. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| CONBLOK / INTERBLOK ( 1,50 X 0,60 X 0,80 ) | ||||||||||||||
| ( 1 s/d 2 jalur = 1,50 x 0,60 x 0,80 ) | ||||||||||||||
| - | BONGKAR CONBLOK / INTERBLOK | = | 1.20 | m2 | 1,600.20 | 1,920.24 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.67 | m3 | 24,233.23 | 16,139.33 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.36 | m3 | 9,464.00 | 3,407.04 | ||||||||
| - | PEMADATAN | = | 0.90 | m2 | 3,713.30 | 3,341.97 | ||||||||
| 24,808.58 | ||||||||||||||
| f. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| CONBLOK / INTERBLOK ( 1,50 X 0,85 X 0,80 ) | ||||||||||||||
| ( 3 s/d 4 jalur = 1,50 x 0,85 x 0,80 ) | ||||||||||||||
| - | BONGKAR CONBLOK / INTERBLOK | = | 1.58 | m2 | 1,600.20 | 2,520.32 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.94 | m3 | 24,233.23 | 22,864.05 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.51 | m3 | 9,464.00 | 4,826.64 | ||||||||
| - | PEMADATAN | = | 1.28 | m2 | 3,713.30 | 4,734.46 | ||||||||
| 34,945.47 | ||||||||||||||
| g. | GALIAN LUBANG PENGEBORAN MANUAL PADA | |||||||||||||
| CONBLOK / INTERBLOK ( 1,50 X 0,85 X 0,80 ) | ||||||||||||||
| ( 2,00 x 1,50 x 3,00 ) | ||||||||||||||
| - | HS SAMA DENGAN HS SKTM | 0.00 | ||||||||||||
| Catatan : | ||||||||||||||
| - Rp. 1.600,2 --HS DKI Hal.38 BKR.59 | ||||||||||||||
| Pekerjaan Bongkar di tambah 10 Cm kiri dan kanan dari lebar galian | ||||||||||||||
| 1.4. | GALIAN URUGAN DAN PEMADATAN | |||||||||||||
| PADA UBIN BADAK / KERAMIK / FLOOR BETON BIASA | ||||||||||||||
| a. | 1 s/d 2 jalur ( 1,00 x 0,40 x 0,80 ) | |||||||||||||
| - | BONGKAR U.BADAK / F.BETON BIASA | = | 0.60 | m2 | 1,600.20 | 960.12 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.29 | m3 | 24,233.23 | 6,979.17 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.17 | m3 | 9,464.00 | 1,571.02 | ||||||||
| - | PEMADATAN | = | 0.40 | m2 | 3,713.30 | 1,485.32 | ||||||||
| 10,995.63 | ||||||||||||||
| b. | 3 jalur ( 1,00 x 0,50 x 0,80 ) | |||||||||||||
| - | BONGKAR U.BADAK / F.BETON BIASA | = | 0.70 | m2 | 1,600.20 | 1,120.14 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.36 | m3 | 24,233.23 | 8,723.96 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.21 | m3 | 9,464.00 | 1,987.44 | ||||||||
| - | PEMADATAN | = | 0.50 | m2 | 3,713.30 | 1,856.65 | ||||||||
| 13,688.19 | ||||||||||||||
| c. | 4 jalur ( 1,00 x 0,65 x 0,80 ) | |||||||||||||
| - | BONGKAR U.BADAK / F.BETON BIASA | = | 0.85 | m2 | 1,600.20 | 1,360.17 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.47 | m3 | 24,233.23 | 11,341.15 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.27 | m3 | 9,464.00 | 2,583.67 | ||||||||
| - | PEMADATAN | = | 0.65 | m2 | 3,713.30 | 2,413.65 | ||||||||
| 17,698.64 | ||||||||||||||
| d. | GALIAN PENYUNTIKAN KABEL PADA | |||||||||||||
| UBIN BADAK / F.BETON BIASA ( 1,50 X 0,50 X 0,80 ) | ||||||||||||||
| - | BONGKAR U.BADAK / F.BETON BIASA | = | 1.05 | m2 | 1,600.20 | 1,680.21 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.54 | m3 | 24,233.23 | 13,085.94 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.32 | m3 | 9,464.00 | 2,981.16 | ||||||||
| - | PEMADATAN | = | 0.75 | m2 | 3,713.30 | 2,784.98 | ||||||||
| 20,532.29 | ||||||||||||||
| e. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| UBIN BADAK / F.BETON BIASA | ||||||||||||||
| ( 1 s/d 2 jalur = 1,50 x 0,60 x 0,80 ) | ||||||||||||||
| - | BONGKAR U.BADAK / F.BETON BIASA | = | 1.20 | m2 | 1,600.20 | 1,920.24 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.65 | m3 | 24,233.23 | 15,703.13 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.38 | m3 | 9,464.00 | 3,577.39 | ||||||||
| - | PEMADATAN | = | 0.90 | m2 | 3,713.30 | 3,341.97 | ||||||||
| 24,542.74 | ||||||||||||||
| f. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| UBIN BADAK / F.BETON BIASA | ||||||||||||||
| ( 3 s/d 4 jalur = 1,50 x 0,85 x 0,80 ) | ||||||||||||||
| - | BONGKAR U.BADAK / F.BETON BIASA | = | 1.78 | m2 | 1,600.20 | 2,840.36 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.92 | m3 | 24,233.23 | 22,246.11 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.54 | m3 | 9,464.00 | 5,067.97 | ||||||||
| - | PEMADATAN | = | 1.28 | m2 | 3,713.30 | 4,734.46 | ||||||||
| 34,888.89 | ||||||||||||||
| g. | GALIAN LUBANG PENGEBORAN MANUAL PADA | |||||||||||||
| UBIN BADAK / F.BETON BIASA ( 2,00 x 1,50 x 3,00 ) | ||||||||||||||
| HS SAMA DENGAN HARGA SKTM | 0.00 | |||||||||||||
| Catatan : | ||||||||||||||
| Pekerjaan Bongkar di tambah 10 Cm kiri dan kanan dari lebar galian | ||||||||||||||
| 1.5. | GALIAN URUGAN DAN PEMADATAN | |||||||||||||
| PADA FLOOR BETON COR | ||||||||||||||
| a. | 1 s/d 2 jalur ( 1,00 x 0,40 x 0,80 ) | |||||||||||||
| - | BONGKAR FLOOR BETON COR | = | 0.04 | m2 | 212,815.30 | 8,938.24 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.29 | m3 | 24,233.23 | 7,076.10 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.15 | m3 | 9,464.00 | 1,438.53 | ||||||||
| - | PEMADATAN | = | 0.40 | m2 | 3,713.30 | 1,485.32 | ||||||||
| 18,938.19 | ||||||||||||||
| b. | 3 jalur ( 1,00 x 0,50 x 0,80 ) | |||||||||||||
| - | BONGKAR FLOOR BETON COR | = | 0.05 | m2 | 212,815.30 | 10,427.95 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.37 | m3 | 24,233.23 | 8,845.13 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.19 | m3 | 9,464.00 | 1,798.16 | ||||||||
| - | PEMADATAN | = | 0.50 | m2 | 3,713.30 | 1,856.65 | ||||||||
| 22,927.89 | ||||||||||||||
| c. | 4 jalur ( 1,00 x 0,65 x 0,80 ) | |||||||||||||
| - | BONGKAR FLOOR BETON COR | = | 0.60 | m2 | 212,815.30 | 126,625.10 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.47 | m3 | 24,233.23 | 11,498.67 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.25 | m3 | 9,464.00 | 2,337.61 | ||||||||
| - | PEMADATAN | = | 0.75 | m2 | 3,713.30 | 2,784.98 | ||||||||
| 143,246.35 | ||||||||||||||
| d. | GALIAN PENYUNTIKAN KABEL PADA | |||||||||||||
| FLOOR BETON COR ( 1,50 x 0,50 x 0,80 ) | ||||||||||||||
| - | BONGKAR FLOOR BETON COR | = | 0.07 | m2 | 212,815.30 | 15,641.92 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.55 | m3 | 24,233.23 | 13,267.69 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.29 | m3 | 9,464.00 | 2,697.24 | ||||||||
| - | PEMADATAN | = | 0.75 | m2 | 3,713.30 | 2,784.98 | ||||||||
| 34,391.83 | ||||||||||||||
| e. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| FLOOR BETON COR | ||||||||||||||
| ( 1 s/d 2 jalur = 1,50 x 0,60 x 0,80 ) | ||||||||||||||
| - | BONGKAR FLOOR BETON COR | = | 1.08 | m2 | 212,815.30 | 230,691.79 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.66 | m3 | 24,233.23 | 15,921.23 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.34 | m3 | 9,464.00 | 3,236.69 | ||||||||
| - | PEMADATAN | = | 0.90 | m2 | 3,713.30 | 3,341.97 | ||||||||
| 253,191.68 | ||||||||||||||
| f. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| FLOOR BETON COR | ||||||||||||||
| ( 3 s/d 4 jalur = 1,50 x 0,85 x 0,80 ) | ||||||||||||||
| - | BONGKAR FLOOR BETON COR | = | 0.11 | m2 | 212,815.30 | 23,409.68 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.93 | m3 | 24,233.23 | 22,553.87 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.48 | m3 | 9,464.00 | 4,585.31 | ||||||||
| - | PEMADATAN | = | 1.28 | m2 | 3,713.30 | 4,734.46 | ||||||||
| 55,283.32 | ||||||||||||||
| g. | GALIAN LUBANG PENGEBORAN MANUAL PADA | |||||||||||||
| FLOOR BETON COR ( 2,00 x 1,50 x 3,00 ) | ||||||||||||||
| HS SAMA DENGAN HARGA SKTM | 0.00 | |||||||||||||
| Catatan : | ||||||||||||||
| - Rp. 212.815,30-- HS.DKI hAL.33 - bkr.03 | ||||||||||||||
| Pekerjaan Bongkar di tambah 10 Cm kiri dan kanan dari lebar galian | ||||||||||||||
| 1.6. | GALIAN URUGAN DAN PEMADATAN | |||||||||||||
| PADA FLOOR BETON BERTULANG | ||||||||||||||
| a. | 1 s/d 2 jalur ( 1,00 x 0,40 x 0,80 ) | |||||||||||||
| - | BONGKAR FLOOR BETON BERTULANG | = | 0.01 | m2 | 295,701.25 | 1,774.21 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.28 | m3 | 24,233.23 | 6,785.30 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.16 | m3 | 9,464.00 | 1,514.24 | ||||||||
| - | PEMADATAN | = | 0.40 | m2 | 3,713.30 | 1,485.32 | ||||||||
| 11,559.07 | ||||||||||||||
| b. | 3 jalur ( 1,00 x 0,50 x 0,80 ) | |||||||||||||
| - | BONGKAR FLOOR BETON BERTULANG | = | 0.01 | m2 | 295,701.25 | 2,069.91 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.35 | m3 | 24,233.23 | 8,481.63 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.20 | m3 | 9,464.00 | 1,892.80 | ||||||||
| - | PEMADATAN | = | 0.50 | m2 | 3,713.30 | 1,856.65 | ||||||||
| 14,300.99 | ||||||||||||||
| c. | 4 jalur ( 1,00 x 0,65 x 0,80 ) | |||||||||||||
| - | BONGKAR FLOOR BETON BERTULANG | = | 0.09 | m2 | 295,701.25 | 25,134.61 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.46 | m3 | 24,233.23 | 11,026.12 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.26 | m3 | 9,464.00 | 2,460.64 | ||||||||
| - | PEMADATAN | = | 0.65 | m2 | 3,713.30 | 2,413.65 | ||||||||
| 41,035.01 | ||||||||||||||
| d. | GALIAN PENYUNTIKAN KABEL PADA | |||||||||||||
| FLOOR BETON BERTULANG ( 1,50 x 0,50 x 0,80 ) | ||||||||||||||
| - | BONGKAR FLOOR BETON BERTULANG | = | 1.11 | m2 | 295,701.25 | 326,749.88 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.53 | m3 | 24,233.23 | 12,722.45 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.30 | m3 | 9,464.00 | 2,839.20 | ||||||||
| - | PEMADATAN | = | 0.75 | m2 | 3,713.30 | 2,784.98 | ||||||||
| 345,096.50 | ||||||||||||||
| e. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| FLOOR BETON BERTULANG | ||||||||||||||
| ( 1 s/d 2 jalur = 1,50 x 0,60 x 0,80 ) | ||||||||||||||
| - | BONGKAR FLOOR BETON BERTULANG | = | 1.12 | m2 | 295,701.25 | 331,185.40 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.63 | m3 | 24,233.23 | 15,266.93 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.36 | m3 | 9,464.00 | 3,407.04 | ||||||||
| - | PEMADATAN | = | 0.90 | m2 | 3,713.30 | 3,341.97 | ||||||||
| 353,201.34 | ||||||||||||||
| f. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| FLOOR BETON BERTULANG | ||||||||||||||
| ( 3 s/d 4 jalur = 1,50 x 0,85 x 0,80 ) | ||||||||||||||
| - | BONGKAR FLOOR BETON BERTULANG | = | 0.16 | m2 | 295,701.25 | 46,572.95 | ||||||||
| - | GALIAN TANAH KERAS | = | 0.89 | m3 | 24,233.23 | 21,628.16 | ||||||||
| - | URUGAN TANAH KERAS | = | 0.51 | m3 | 9,464.00 | 4,826.64 | ||||||||
| - | PEMADATAN | = | 1.28 | m2 | 3,713.30 | 4,734.46 | ||||||||
| 77,762.20 | ||||||||||||||
| g. | GALIAN LUBANG PENGEBORAN MANUAL PADA | |||||||||||||
| FLOOR BETON BERTULANG ( 2,00 x 1,50 x 3,00 ) | ||||||||||||||
| HS SAMA DENGAN HARGA SKTM | 0.00 | |||||||||||||
| Catatan : | ||||||||||||||
| - Rp. 295.701.25,- - HS.SIPIL Hal.36 - BKR.04 | ||||||||||||||
| Pekerjaan Bongkar di tambah 10 Cm kiri dan kanan dari lebar galian | ||||||||||||||
| 1.7. | GALIAN URUGAN DAN PEMADATAN | |||||||||||||
| PADA A S P A L / H O T M I X | ||||||||||||||
| a. | 1 s/d 2 jalur ( 1,00 x 0,40 x 0,80 ) | |||||||||||||
| - | BONGKAR ASPAL / HOTMIX | = | 0.40 | m2 | 11,766.92 | 4,706.77 | ||||||||
| - | GALIAN TANAH BERBATU | = | 0.30 | m3 | 40,751.00 | 12,225.30 | ||||||||
| 16,932.07 | ||||||||||||||
| b. | 3 jalur ( 1,00 x 0,50 x 0,80 ) | |||||||||||||
| - | BONGKAR ASPAL / HOTMIX | = | 0.50 | m2 | 11,766.92 | 5,883.46 | ||||||||
| - | GALIAN TANAH BERBATU | = | 0.38 | m3 | 40,751.00 | 15,281.63 | ||||||||
| 21,165.09 | ||||||||||||||
| c. | 4 jalur ( 1,00 x 0,65 x 0,80 ) | |||||||||||||
| - | BONGKAR ASPAL / HOTMIX | = | 0.65 | m2 | 11,766.92 | 7,648.50 | ||||||||
| - | GALIAN TANAH BERBATU | = | 0.49 | m3 | 40,751.00 | 19,866.11 | ||||||||
| 27,514.61 | ||||||||||||||
| d. | GALIAN PENYUNTIKAN KABEL PADA | |||||||||||||
| ASPAL / HOTMIX ( 1,50 x 0,50 x 080 ) | ||||||||||||||
| - | BONGKAR ASPAL / HOTMIX | = | 0.75 | m2 | 11,766.92 | 8,825.19 | ||||||||
| - | GALIAN TANAH BERBATU | = | 0.56 | m3 | 40,751.00 | 22,922.44 | ||||||||
| 31,747.63 | ||||||||||||||
| e. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| A S P A L / H O T M I X | ||||||||||||||
| ( 1 s/d 2 jalur = 1,50 x 0,60 x 0,80 ) | ||||||||||||||
| - | BONGKAR ASPAL / HOTMIX | = | 0.90 | m2 | 11,766.92 | 10,590.23 | ||||||||
| - | GALIAN TANAH BERBATU | = | 0.68 | m3 | 40,751.00 | 27,506.93 | ||||||||
| 38,097.15 | ||||||||||||||
| f. | GALIAN LUBANG SAMBUNGAN PADA | |||||||||||||
| A S P A L / H O T M I X | ||||||||||||||
| ( 3 s/d 4 jalur = 1,50 x 0,85 x 0,80 ) | ||||||||||||||
| - | BONGKAR ASPAL / HOTMIX | = | 1.28 | m2 | 11,766.92 | 15,002.82 | ||||||||
| - | GALIAN TANAH BERBATU | = | 0.96 | m3 | 40,751.00 | 38,966.11 | ||||||||
| 53,968.93 | ||||||||||||||
| g. | GALIAN LUBANG PENGEBORAN MANUAL PADA | |||||||||||||
| A S P A L / H O T M I X | ||||||||||||||
| - | HS SAMA DENGAN HS SKTM | |||||||||||||
| 1.8. | POMPONGAN | |||||||||||||
| - | Pekerja | 0.33 | Pekerja | 32,250.00 | 10,750.00 | 10,750.00 | ||||||||
| Catatan : | ||||||||||||||
| - Rp.11.766.92,- - HS.DKI Hal.36 - BRK.07 | - Rp.11.766.92,- - HS.DKI Hal.36 - BRK.07 | |||||||||||||
| - Rp.40.751,- - HS Sipil Hal.2 No.07 | - Rp.40.751,- - HS Sipil Hal.2 No.07 | |||||||||||||
| - Rp. 1.856.65 - HS.DKI Hal.3 TN.24 | ||||||||||||||
| 2 | PENARIKAN , PENYAMBUNGAN DAN TERMINASI KABEL | |||||||||||||
| 2.1. | Penarikan Kabel 4 x 16 S/D 50 mm2 | |||||||||||||
| Gelar Kabel / hari = 750 meter | ||||||||||||||
| - | Teknisi | 1.00 | orang | 123,500.00 | 123,500.00 | |||||||||
| - | Mandor | 1.00 | Mandor | 56,250.00 | 56,250.00 | |||||||||
| - | Pekerja | 65.00 | Pekerja | 32,250.00 | 2,096,250.00 | |||||||||
| Rp.3.575,- --HS DKI Hal.33--BKR-09 | 2,276,000.00 | 0 | ||||||||||||
| 750 | ||||||||||||||
| 2.2. | Penarikan Kabel 4 x 70 s/d 150 mm2 | 3,034.67 | 3,034.67 | |||||||||||
| Gelar Kabel / hari = 600 meter | ||||||||||||||
| - | Tenaga Ahli Muda | 1.00 | Orang | 123,500.00 | 123,500.00 | |||||||||
| - | Teknisi | 1.00 | Orang | 56,250.00 | 56,250.00 | |||||||||
| - | Pekerja | 65.00 | Pekerja | 32,250.00 | 2,096,250.00 | |||||||||
| 2,276,000.00 | ||||||||||||||
| 600.00 | ||||||||||||||
| 3,793.33 | 3,793.33 | |||||||||||||
| 2.3. | Penyambungan Kabel | |||||||||||||
| - | Tenaga Ahli Muda | 0.25 | Orang | 123,500.00 | 30,875.00 | |||||||||
| - | Tukang / Instalator | 1.00 | Tuk./ Ins | 40,500.00 | 40,500.00 | |||||||||
| - | Pekerja | 1.00 | Pekerja | 32,250.00 | 32,250.00 | |||||||||
| 103,625.00 | ||||||||||||||
| 2.4. | Terminasi Kabel Indoor | |||||||||||||
| - | Tenaga Ahli Muda | 0.25 | Orang | 123,500.00 | 30,875.00 | |||||||||
| - | Tukang / Instalator | 1.00 | Tuk./ Ins | 40,500.00 | 40,500.00 | |||||||||
| - | Pekerja | 1.00 | Pekerja | 32,250.00 | 32,250.00 | 21093.75 | 42187.5 | |||||||
| 103,625.00 | ||||||||||||||
| 2.5. | Terminasi Kabel Outdoor | |||||||||||||
| - | Tenaga Ahli Muda | 0.25 | Orang | 123,500.00 | 30,875.00 | |||||||||
| - | Tukang / Instalator | 1.00 | Tuk./ Ins | 40,500.00 | 40,500.00 | |||||||||
| - | Pekerja | 2.00 | Pekerja | 32,250.00 | 64,500.00 | |||||||||
| 135,875.00 | ||||||||||||||
| 3. | MATERIAL PELENGKAP BERIKUT PEMASANGAN | |||||||||||||
| - | Keramik Tanda Peringatan Kabel PLN | 845.00 | 850.00 | |||||||||||
| Ukuran (22,5 x 30 x 4) Cm - Sertifikat LMK | ||||||||||||||
| - | Batu Merah | 137.00 | 140.00 | |||||||||||
| - | Pasir Urug Darat | 49,959.00 | 49,960.00 | |||||||||||
| - | Buis Beton O 20 Cm | 11,102.00 | 11,100.00 | |||||||||||
| - | Papan Penahan Tanah | 5,107.00 | 5,110.00 | |||||||||||
| - | PVC O 4" type AW | 20,215.00 | 20,220.00 | |||||||||||
| Catatan : | ||||||||||||||
| Rp. 5.107 = Rp.572.000,- (Harga Papan / M3) | ||||||||||||||
| 4 x 28 lembar papan / M3 | ||||||||||||||
| 4. | PENGEBORAN / CROSSING | |||||||||||||
| 4.1. | Pengeboran dgn menggunakan Bor Manual/Hari dapat 8 M | |||||||||||||
| - | Teknisi | 1.00 | Orang | 56,250.00 | 56,250.00 | |||||||||
| - | Tukang Kayu | 1.00 | T.kayu | 40,500.00 | 40,500.00 | |||||||||
| - | Pekerja | 5.00 | Pekerja | 32,250.00 | 161,250.00 | |||||||||
| - | Papan penahan tanah (2x3x2) + (3x1,5x2)x2x0,03 = | 258,000.00 | ||||||||||||
| (12 + 9) x 2 = 21 x 2 = 42 x 0,03 | = | 1.26 | M3 | 572,000.00 | 720,720.00 | |||||||||
| - | Dolken 5/7 | = | 12.00 | Batang | 3,250.00 | 39,000.00 | ||||||||
| - | Paku | = | 1.00 | Kg | 2,600.00 | 2,600.00 | ||||||||
| 1,020,320.00 | ||||||||||||||
| 8.00 | ||||||||||||||
| 4.2. | Pengeboran dengan menggunakan Mesin Khusus | Sesuai | 127,540.00 | 127,540.00 | ||||||||||
| Kontrak | ||||||||||||||
| 5 | PERBAIKAN BEKAS GALIAN ( BERIKUT MATERIAL ) | |||||||||||||
| 5.1. | T.Biasa/T.Rumput (perbaikan/pemadatan sudah termasuk | |||||||||||||
| dlm pek galian) | ||||||||||||||
| 5.2. | T.Keras/Koral (perbaikan/pemadatan sudah termasuk | |||||||||||||
| dlm pek galian) | ||||||||||||||
| 5.3. | Conblok (Interblok) / M2 | 22,697.00 | 22,700.00 | |||||||||||
| 5.4. | Ubin Badak | 26,707.00 | 26,710.00 | |||||||||||
| 5.5. | Floor Beton Biasa | 14,053.00 | 14,050.00 | |||||||||||
| 5.6. | Floor Beton Cor | 26,083.00 | 26,080.00 | |||||||||||
| 5.7. | Floor Beton Bertulang | 75,200.00 | 75,200.00 | |||||||||||
| 5.8. | Shat Sheet | 10,920.00 | 10,920.00 | |||||||||||
| 5.9. | Aspal Biasa / Penetrasi | |||||||||||||
| Penetrasi tebal 5 Cm | 13,314.00 | 13,314.00 | ||||||||||||
| Macadam tebal 20 Cm | 17,186.00 | 17,186.00 | ||||||||||||
| Sirtu Tebal 30 Cm | 16,190.00 | 16,190.00 | ||||||||||||
| 46,690.00 | 46,690.00 | |||||||||||||
| 5.10. | Aspal Hotmix 3/5/20/32 | |||||||||||||
| Hotmix tebal 3 Cm | 12,517.00 | 12,517.00 | ||||||||||||
| Tack Coating | 3,188.00 | 3,188.00 | ||||||||||||
| Penetrasi tebal 5 Cm | 13,314.00 | 13,314.00 | ||||||||||||
| Macadam 20 Cm | 17,186.00 | 17,186.00 | ||||||||||||
| Sirtu 32 Cm | 16,190.00 | 16,190.00 | ||||||||||||
| 62,395.00 | 62,390.00 | |||||||||||||
| 5.11. | Aspal Hotmix 5/5/20/28 | |||||||||||||
| Hotmix tebal 5 Cm | 20,744.00 | 20,744.00 | ||||||||||||
| Tack Coating | 3,188.00 | 3,188.00 | ||||||||||||
| Penetrasi tebal 5 Cm | 13,314.00 | 13,314.00 | ||||||||||||
| Macadam 20 Cm | 17,186.00 | 17,186.00 | ||||||||||||
| Sirtu 32 Cm = 32/30 | 16,190.00 | 16,190.00 | ||||||||||||
| 70,622.00 | 70,620.00 | |||||||||||||
| 5.12. | Aspal Hotmix 7/5/20/28 | |||||||||||||
| Hotmix tebal 7 Cm | 28,972.00 | 28,972.00 | ||||||||||||
| Tack Coating | 3,188.00 | 3,188.00 | ||||||||||||
| Penetrasi tebal 5 Cm | 13,314.00 | 13,314.00 | ||||||||||||
| Macadam 20 Cm | 17,186.00 | 17,186.00 | ||||||||||||
| Sirtu 28 Cm = 28/30 | 16,190.00 | 16,190.00 | ||||||||||||
| 78,850.00 | 78,850.00 | |||||||||||||
| 5.13. | Perbaikan Keramik | |||||||||||||
| - | Pasang Keramik 10 x 20 | 1.00 m2 | 37,999.00 | 38,000.00 | ||||||||||
| - | Pasang Keramik 20 x 20 | 1.00 m2 | 40,742.00 | 40,740.00 | ||||||||||
| - | Pasang Keramik 30 x 20 | 1.00 m2 | 33,440.00 | 43,470.00 | ||||||||||
| 5.14. | Perbaikan rumput disesuaikan dgn HS DKI/Pertanaman | |||||||||||||
| ( Dalam bestek biaya perbaikan rumput/taman tidak | ||||||||||||||
| dicantumkan dan akan dibayar sesuai realisasi berdasarkan | ||||||||||||||
| bukti yang dapat dipertanggung jawabkan ). | ||||||||||||||
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