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Rincian Biaya Muara Luwai
REKAPITULASINO. URAIAN PEKERJAAN SAT. VOLUME
A Pekerjaan Persiapan1 Mobilisasi & Demobilisasi Ls 1.00 2 Pengukuran & Pemasangan Patok Bh 20.00 3 Direksi Keet Ls 1.00 4 Pelaporan & Dokumentasi Ls 1.00 5 Izin Pemerintahan Desa Unit 3.00 6 Soil Test (Sondir & Boring) Titik 3.00 7 Mobil Operasional Unit 1.00
SUB TOTAL A
B Pekerjaan Tanah Jalan & Lokasi1 Pekerjaan Clearing M2 10,450.00 2 Pekerjaan Galian/Potong Tanah M3 2,170.64 3 Penimbunan & Pemadatan Tanah M3 3,159.00 4 Penimbunan & Pemadatan Sirtu M3 735.00
SUB TOTAL B
C Pekerjaan Pondasi Rig1 Pilling Pipe 6 " Joint 16.00 2 Cellar Box Ls 1.00 3 H Beam 200x200 Btg 10.00 4 Plate 10 mm M2 58.77 5 Pile Cap Ls 1.00 6 Penyambungan Las Ls 1.00
SUB TOTAL C
D Disposital Pit dan PenunjangPit
1 HDPE M2 500.00 2 Plastik 200 gram M2 250.00 3 Pipa PVC 8 " Btg 6.00
Filter1 Plate 3 mm M2 34.00 2 Besi Siku 5x5x3 M' 46.00 3 Ijuk Kg 400.00 4 Arang Karung 100.00
Koagulasi1 Plate 3 mm M2 28.00 2 Besi Siku 5x5x3 M' 43.00
Portal1 Pipa 3" M 6.00 2 Pipa 2" M 18.00 3 Beton + Cat + Tali Ls 1.00
Pos Jaga1 Pipa 2.5 " t 2 mm M 60.00 2 Plate 3 mm M 17.28 3 Finishing Ls 1.00
Jalan1 Gorong-Gorong Beton dia 50 cm M' 20.00
SUB TOTAL D
TOTALPPn 10%
TOLAT+PPn 10%Terbilang : Satu Miliar Empat Puluh Enam Juta Tiga Ratus Tiga Belas Ribu Lima Ratus
Rincian Biaya Muara Luwai
HARGA TOTAL
Rp 50,000,000.00 Rp 50,000,000.00 Rp 74,812.00 Rp 1,496,240.00 Rp 1,078,350.00 Rp 1,078,350.00 Rp 265,000.00 Rp 265,000.00 Rp 10,000,000.00 Rp 30,000,000.00 Rp 1,225,000.00 Rp 3,675,000.00 Rp 750,000.00 Rp 750,000.00
SUB TOTAL A Rp 87,264,590.00
Rp 11,000.00 Rp 114,950,000.00 Rp 21,022.66 Rp 45,632,623.04 Rp 67,405.77 Rp 212,934,837.19 Rp 202,540.77 Rp 148,867,468.22
SUB TOTAL B Rp 522,384,928.45
Rp 2,864,700.00 Rp 45,835,200.00 Rp -
Rp 5,678,482.50 Rp 56,784,825.00 Rp -
Rp 7,811,895.00 Rp 7,811,895.00 Rp 492,500.00 Rp 492,500.00
SUB TOTAL C Rp 110,924,420.00
Rp 121,370.00 Rp 60,685,000.00 Rp 20,600.00 Rp 5,150,000.00 Rp 99,027.50 Rp 594,165.00
Rp 1,644,800.00 Rp 55,923,200.00 Rp 93,532.50 Rp 4,302,495.00 Rp 18,100.00 Rp 7,240,000.00 Rp 55,600.00 Rp 5,560,000.00
Rp 1,644,800.00 Rp 46,054,400.00 Rp 93,532.50 Rp 4,021,897.50
Rp 110,503.75 Rp 663,022.50 Rp 58,265.00 Rp 1,048,770.00
Rp -
Rp 78,102.50 Rp 4,686,150.00 Rp 1,644,800.00 Rp 28,422,144.00 Rp 26,950.00 Rp 26,950.00
Rp 312,098.30 Rp 6,241,966.00
SUB TOTAL D Rp 230,620,160.00
TOTAL Rp 951,194,098.45 PPn 10% Rp 95,119,409.85
TOLAT+PPn 10% Rp 1,046,313,500.00 Satu Miliar Empat Puluh Enam Juta Tiga Ratus Tiga Belas Ribu Lima Ratus
Rincian Biaya Hujan Mas
REKAPITULASINO. URAIAN PEKERJAAN SAT. VOLUME HARGA
A Pekerjaan Persiapan1 Mobilisasi & Demobilisasi Ls 1.00 2 Pengukuran & Pemasangan Patok Bh 20.00 3 Direksi Keet Ls 1.00 4 Pelaporan & Dokumentasi Ls 1.00 5 Izin Pemerintahan Desa Unit 3.00 6 Soil Test (Sondir & Boring) Titik 3.00
SUB TOTAL A
B Pekerjaan Tanah Jalan & Lokasi1 Pekerjaan Clearing M2 10,450.00 2 Pekerjaan Galian/Potong Tanah M3 2,170.64 3 Penimbunan & Pemadatan Tanah M3 3,159.00 4 Penimbunan & Pemadatan Sirtu M3 735.00
SUB TOTAL B
C Pekerjaan Pondasi Rig1 Pilling Pipe 7" Joint 16.00 2 Cellar Box Ls 1.00 3 H Beam 200x200 Btg 10.00 4 Plate 10 mm M2 58.77 5 Pile Cap Ls 1.00 6 Penyambungan Las Ls 1.00
SUB TOTAL C
D Disposital Pit dan PenunjangPit
1 HDPE M2 500.00 2 Plastik 200 gram M2 250.00 3 Pipa PVC 8 " Btg 6.00
Filter1 Plate 3 mm M2 34.00 2 Besi Siku 5x5x3 M' 46.00 3 Ijuk Kg 400.00 4 Arang Karung 100.00
Koagulasi1 Plate 3 mm M2 28.00 2 Besi Siku 5x5x3 M' 43.00
Portal
1 Pipa 3" M 6.00 2 Pipa 2" M 18.00 3 Beton + Cat + Tali Ls 1.00
Pos Jaga1 Pipa 2.5 " t 2 mm M 60.00 2 Plate 3 mm M 17.28 3 Finishing Ls 1.00
Jalan1 Gorong-Gorong Beton dia 50 cm M' 20.00
SUB TOTAL D
E Acces Road1 Galian M3 1,750.00 2 Timbunan Tanah M3 840.00 3 Timbunan Sirtu M3 900.00 4 Pipa 7" Pancang Joint 12.00 5 H Beam Bh 5.00 6 Plate M2 60.00 7 Beton M3 32.00 8 Gorong-gorong M' 30.00 9 Finishing Ls 1.00
SUB TOTAL D
Rincian Biaya Hujan Mas
TOTAL
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 - Rp - Rp - Rp - Rp - Rp - Rp - Rp - Rp - Rp - Rp -
DAFTAR HARGA SATUAN UPAH
NO. URAIAN SATUAN HARGA SATUAN 1 Kepala Tukang OH 95,000.00
2 Mandor OH 100,000.00
3 Operator OH 95,000.00
4 Pekerja / Buruh Tak Terampil OH 60,000.00
5 Pembantu Operator OH 60,000.00
6 Pembantu Sopir OH 60,000.00
7 Sopir OH 95,000.00
8 Tukang Batu OH 85,000.00
9 Tukang Besi OH 85,000.00
10 Tukang kayu OH 85,000.00
11 Tukang Las OH 85,000.00
12 Tukang Pipa OH 85,000.00
13 Tukang Cat OH 85,000.00
14 Alat Bantu Ls 15,000.00
DAFTAR HARGA SATUAN BAHAN
NO. URAIAN SATUAN HARGA SATUAN
1 Arang Batok Kelapa kg 3,000.00 2 Balok Kayu Meranti Batu 5/7 m³ 3,255,000.00 3 Bata merah kelas I bh 750.00 4 Batu 5/7 m3 231,000.00 5 Besi Beton (polos/ulir) kg 10,000.00 6 Besi Strip Kg 6,500.00 7 Conductor pipe 13.38" M' 924,000.00 8 Dolken Kayu Ø 8 - 10/400 cm btg 35,000.00 9 Gorong-2 Beton Dia 50 cm m' 301,229.51
10 Jendela Nako bh 50,000.00 11 Kaca Polos m2 115,000.00 12 Kawat Beton kg 9,450.00 13 Kayu Balok Borneo m3 1,800,000.00 14 Kayu gergajian kelas III, balok m³ 2,015,284.65 15 Kayu gergajian kelas III, papan m³ 1,760,640.00 16 Kayu Pinus/Kayu Rawa m³ 467,915.53 17 Koral Beton m3 230,000.00 19 Kunci Tanam bh 105,000.00 20 Minyak Bekisting liter 5,250.00 21 Paku Kg 16,000.00 22 Paku 5 cm - 10 cm kg 15,750.00 23 Paku 5 cm - 12 cm kg 15,750.00 24 Paku berbagai ukuran (2" - 5") kg 35,175.00 25 Pasir Beton m3 100,000.00
26 Pasir Beton (PB) m³ 185,850.00 27 Pasir Pasang m3 95,000.00 28 Perlengkapan PVC Ls 20,469.92 29 Pipa PVC Btg 58,485.48 30 Pipe 4" m' 327,098.44 31 Plywood 4 mm lbr 75,000.00 32 Portland Cement (PC) kg 1,386.00 33 Semen Portland Kg 1,340.00 34 Seng Plat lbr 95,000.00 35 Sirtu m3 170,100.00 36 Solar liter 11,025.00 37 Sondir Test38 Tanah m3 47,250.00 39 Terpal m2 15,750.00 40 Tripleks 12 mm lbr 147,000.00 41 Usuk Meranti m3 2,750,000.00 42 Papan Meranti m3 3,225,000.00 43 Beton Readymix m3 650,000.00 44 Erection kg 1,250.00 45 Zinkcromate m2 75,000.00 46 Besi H - Beam 200x200 btg 5,400,000.00 47 Besi Siku 5x5x3 m' 81,000.00 48 Pipa 2" m' 38,000.00 49 Pipa 2.5" m' 53,000.00 50 Pipa 3" m' 77,500.00 51 Plate 3 mm m 1,500,000.00 52 Plate 10 mm m 2,989,000.00 53 Pipa HDPE m2 76,550.00 54 Plastik 200 gram m2 20,000.00 55 Pipa PVC 8" Btg 60,000.00 56 Ijuk Kg 17,500.00 57 Arang Karung 55,000.00 58 Kawat Harmonika kg 10,000.00 59 Steel (Pilling) Pipe 6" btg 2,800,000.00 60 Atap Seng lbr 90,000.00 61 Gorong-2 Beton Dia 50 cm m' 295,250.00 62 Cat Meni Kg 38,000.00 63 Kuas Bh 10,000.00
MOBILISASI ALAT
NO. URAIAN SATUAN HARGA SATUAN 1 Bulldozer Unit 13,000,000.00
2 Motor Grader Unit 13,000,000.00
3 Excavator Unit 13,000,000.00
4 Vibrator Roller Unit 13,000,000.00
6 Water Tanker Unit 13,000,000.00
7 Dump Truck Unit 1,750,000.00
8 Pile Hammer Set 8,500,000.00
10 Chainsaw Unit 500,000.00
11 Welding Machine Unit 2,500,000.00
DAFTAR HARGA SEWA ALAT
NO. URAIAN SATUAN HARGA SATUAN 1 Bulldozer Hour 231,600.00
2 Motor Grader Hour 258,800.00
3 Excavator Hour 416,500.00
4 Vibratory Roller Hour 171,000.00
5 Water Tanker Hour 144,300.00
6 Dump Truck Hour 157,000.00
7 Pile Hammer Hour 54,400.00
8 Chansaw Hour 10,700.00
9 Welding Mesin Hour 46,700.00
10 Mesin Las Day 450,000.00
HARGA ORIGINAL
3,000.00 3,255,000.00
231,000.00 9,450.00
924,000.00
301,229.51
9,450.00
2,015,284.65 1,760,640.00 467,915.53
5,250.00
15,750.00 15,750.00 35,175.00
185,850.00
20,469.92 58,485.48 327,098.44
1,386.00
170,100.00 11,025.00
47,250.00 15,750.00 147,000.00 2,750,000.00 3,225,000.00
KEBUTUHAN 1.00 1.00 2.00
1.00 1.00 10.00 1.00 2.00 3.00
A N A L I S A B I A Y A P E R A L A T AN
JENIS ALAT : Water Tank Truck, 115 HP
HARGA : Rp. 130,000,000.0
UMUR KERJA :
( 1 tahun : 300 Hari Kerja )
atau : 1,500 Jam ( dengan 5 Jam/Hari )
A. BIAYA PEMILIKAN ( OWNERSHIP COST ) : Rp./Jam
1. Depresiasi = 0.9 x Harga Alat x Faktor (CRF) x
= 0.9 x 130,000,000.00 x 0.20483 x
2. Lain-lain : (Asuransi 3 %/tahun + PPN 10 %)
= 0.033 x Harga Alat / (Jam/tahun)
= 0.033 x 130,000,000.00 / 1,500
B. BIAYA OPERASI ( OPERATING COST ) : Rp./Jam
Kebutuhan Bahan Bakar dan Pelumas tiap HP :
Diesel = 0.158 Liter/HP/Jam
Bensin = 0.167 Liter/HP/Jam
Pelumas = 0.005 Liter/HP/Jam
=
Harga :
Diesel = Rp. 5,500.00 Liter/HP/Jam
Bensin/Solar = Rp. 5,500.00 Liter/HP/Jam
Pelumas = Rp. 27,500.00 Liter/HP/Jam
Bahan Bakar = 0.158 x 115 x 5,500.00
Pelumas = 0.005 x 115 x 27,500.00
Perbaikan & Sparepart ( 60 % x Depresiasi )
= 0.600 x 16,056.62
TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :
A + B = Rp. 18,916.62 + Rp.
Atau : 5 x Rp.
A N A L I S A B I A Y A P E R A L A T AN
JENIS ALAT : Motor Grader, 100 HP
HARGA : Rp. 720,000,000.0
UMUR KERJA :
( 1 tahun : 300 Hari Kerja )
atau : 1,500 Jam ( dengan 5 Jam/Hari )
A. BIAYA PEMILIKAN ( OWNERSHIP COST ) : Rp./Jam
1. Depresiasi = 0.9 x Harga Alat x Faktor (CRF) x
= 0.9 x 720,000,000.00 x 0.20483 x
2. Lain-lain : (Asuransi 3 %/tahun + PPN 10 %)
= 0.033 x Harga Alat / (Jam/tahun)
= 0.033 x 720,000,000.00 / 1,500
B. BIAYA OPERASI ( OPERATING COST ) : Rp./Jam
Kebutuhan Bahan Bakar dan Pelumas tiap HP :
Diesel = 0.158 Liter/HP/Jam
Bensin = 0.167 Liter/HP/Jam
Pelumas = 0.005 Liter/HP/Jam
=
Harga :
Diesel = Rp. 5,500.00 Liter/HP/Jam
Bensin/Solar = Rp. 5,500.00 Liter/HP/Jam
Pelumas = Rp. 27,500.00 Liter/HP/Jam
Bahan Bakar = 0.158 x 100 x 5,500.00
Pelumas = 0.005 x 100 x 27,500.00
Perbaikan & Sparepart ( 60 % x Depresiasi )
= 0.600 x 88,928.99
TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :
A + B = Rp. 104,768.99 + Rp.
Atau : 5 x Rp.
A N A L I S A B I A Y A P E R A L A T AN
JENIS ALAT : Bulldozer, 110 HP
HARGA : Rp. 550,000,000.0
UMUR KERJA :
( 1 tahun : 300 Hari Kerja )
atau : 1,500 Jam ( dengan 5 Jam/Hari )
A. BIAYA PEMILIKAN ( OWNERSHIP COST ) : Rp./Jam
1. Depresiasi = 0.9 x Harga Alat x Faktor (CRF) x
= 0.9 x 550,000,000.00 x 0.20483 x
2. Lain-lain : (Asuransi 3 %/tahun + PPN 10 %)
= 0.033 x Harga Alat / (Jam/tahun)
= 0.033 x 550,000,000.00 / 1,500
B. BIAYA OPERASI ( OPERATING COST ) : Rp./Jam
Kebutuhan Bahan Bakar dan Pelumas tiap HP :
Diesel = 0.158 Liter/HP/Jam
Bensin = 0.167 Liter/HP/Jam
Pelumas = 0.005 Liter/HP/Jam
=
Harga :
Diesel = Rp. 5,500.00 Liter/HP/Jam
Bensin/Solar = Rp. 5,500.00 Liter/HP/Jam
Pelumas = Rp. 27,500.00 Liter/HP/Jam
Bahan Bakar = 0.158 x 110 x 5,500.00
Pelumas = 0.005 x 110 x 27,500.00
Perbaikan & Sparepart ( 60 % x Depresiasi )
= 0.600 x 67,931.87
TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :
A + B = Rp. 80,031.87 + Rp.
Atau : 5 x Rp.
A N A L I S A B I A Y A P E R A L A T AN
JENIS ALAT : Roller Vibro ped, 1 Ton
HARGA : Rp. 425,000,000.0
UMUR KERJA :
( 1 tahun : 300 Hari Kerja )
atau : 1,500 Jam ( dengan 5 Jam/Hari )
A. BIAYA PEMILIKAN ( OWNERSHIP COST ) : Rp./Jam
1. Depresiasi = 0.9 x Harga Alat x Faktor (CRF) x
= 0.9 x 425,000,000.00 x 0.24688 x
2. Lain-lain : (Asuransi 3 %/tahun + PPN 10 %)
= 0.033 x Harga Alat / (Jam/tahun)
= 0.033 x 425,000,000.00 / 1,500
B. BIAYA OPERASI ( OPERATING COST ) : Rp./Jam
Kebutuhan Bahan Bakar dan Pelumas tiap HP :
Diesel = 0.158 Liter/HP/Jam
Bensin = 0.167 Liter/HP/Jam
Pelumas = 0.005 Liter/HP/Jam
=
Harga :
Diesel = Rp. 5,500.00 Liter/HP/Jam
Bensin/Solar = Rp. 5,500.00 Liter/HP/Jam
Pelumas = Rp. 27,500.00 Liter/HP/Jam
Bahan Bakar = 0.158 x 60 x 5,500.00
Pelumas = 0.005 x 60 x 27,500.00
Perbaikan & Sparepart ( 60 % x Depresiasi )
= 0.600 x 63,269.17
TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :
A + B = Rp. 72,619.17 + Rp.
Atau : 5 x Rp.
A N A L I S A B I A Y A P E R A L A T AN
JENIS ALAT : Excavator 1 m3
HARGA : Rp. 950,000,000.0
UMUR KERJA :
( 1 tahun : 300 Hari Kerja )
atau : 1,500 Jam ( dengan 5 Jam/Hari )
A. BIAYA PEMILIKAN ( OWNERSHIP COST ) : Rp./Jam
1. Depresiasi = 0.9 x Harga Alat x Faktor (CRF) x
= 0.9 x 950,000,000.00 x 0.33271 x
2. Lain-lain : (Asuransi 3 %/tahun + PPN 10 %)
= 0.033 x Harga Alat / (Jam/tahun)
= 0.033 x 950,000,000.00 / 1,500
B. BIAYA OPERASI ( OPERATING COST ) : Rp./Jam
Kebutuhan Bahan Bakar dan Pelumas tiap HP :
Diesel = 0.158 Liter/HP/Jam
Bensin = 0.167 Liter/HP/Jam
Pelumas = 0.005 Liter/HP/Jam
=
Harga :
Diesel = Rp. 5,500.00 Liter/HP/Jam
Bensin/Solar = Rp. 5,500.00 Liter/HP/Jam
Pelumas = Rp. 27,500.00 Liter/HP/Jam
Bahan Bakar = 0.158 x 90 x 5,500.00
Pelumas = 0.005 x 90 x 27,500.00
Perbaikan & Sparepart ( 60 % x Depresiasi )
= 0.600 x 190,592.92
TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :
A + B = Rp. 211,492.92 + Rp.
Atau : 5 x Rp.
A N A L I S A B I A Y A P E R A L A T AN
JENIS ALAT : Dump Truck, 3.5 Ton
HARGA : Rp. 120,000,000.0
UMUR KERJA :
( 1 tahun : 300 Hari Kerja )
atau : 1,500 Jam ( dengan 5 Jam/Hari )
A. BIAYA PEMILIKAN ( OWNERSHIP COST ) : Rp./Jam
1. Depresiasi = 0.9 x Harga Alat x Faktor (CRF) x
= 0.9 x 120,000,000.00 x 0.33271 x
2. Lain-lain : (Asuransi 3 %/tahun + PPN 10 %)
= 0.033 x Harga Alat / (Jam/tahun)
= 0.033 x 120,000,000.00 / 1,500
B. BIAYA OPERASI ( OPERATING COST ) : Rp./Jam
Kebutuhan Bahan Bakar dan Pelumas tiap HP :
Diesel = 0.158 Liter/HP/Jam
Bensin = 0.167 Liter/HP/Jam
Pelumas = 0.005 Liter/HP/Jam
=
Harga :
Diesel = Rp. 5,500.00 Liter/HP/Jam
Bensin/Solar = Rp. 5,500.00 Liter/HP/Jam
Pelumas = Rp. 27,500.00 Liter/HP/Jam
Bahan Bakar = 0.158 x 115 x 5,500.00
Pelumas = 0.005 x 115 x 27,500.00
Perbaikan & Sparepart ( 60 % x Depresiasi )
= 0.600 x 24,074.90
TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :
A + B = Rp. 26,714.90 + Rp.
Atau : 5 x Rp.
A N A L I S A B I A Y A P E R A L A T AN
JENIS ALAT : Chansaw
HARGA : Rp. 1,600,000.0
UMUR KERJA :
( 1 tahun : 300 Hari Kerja )
atau : 1,500 Jam ( dengan 5 Jam/Hari )
A. BIAYA PEMILIKAN ( OWNERSHIP COST ) : Rp./Jam
1. Depresiasi = 0.9 x Harga Alat x Faktor (CRF) x
= 0.9 x 1,600,000.00 x 0.33271 x
2. Lain-lain : (Asuransi 3 %/tahun + PPN 10 %)
= 0.033 x Harga Alat / (Jam/tahun)
= 0.033 x 1,600,000.00 / 1,500
B. BIAYA OPERASI ( OPERATING COST ) : Rp./Jam
Kebutuhan Bahan Bakar dan Pelumas tiap HP :
Diesel = 0.158 Liter/HP/Jam
Bensin = 0.167 Liter/HP/Jam
Pelumas = 0.005 Liter/HP/Jam
=
Harga :
Diesel = Rp. 5,500.00 Liter/HP/Jam
Bensin/Solar = Rp. 5,500.00 Liter/HP/Jam
Pelumas = Rp. 27,500.00 Liter/HP/Jam
Bahan Bakar = 0.158 x 10 x 5,500.00
Pelumas = 0.005 x 10 x 27,500.00
Perbaikan & Sparepart ( 60 % x Depresiasi )
= 0.600 x 321.00
TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :
A + B = Rp. 356.20 + Rp.
Atau : 5 x Rp.
A N A L I S A B I A Y A P E R A L A T AN
JENIS ALAT : Welding Machine
HARGA : Rp. 18,500,000.0
UMUR KERJA :
( 1 tahun : 300 Hari Kerja )
atau : 1,500 Jam ( dengan 5 Jam/Hari )
A. BIAYA PEMILIKAN ( OWNERSHIP COST ) : Rp./Jam
1. Depresiasi = 0.9 x Harga Alat x Faktor (CRF) x
= 0.9 x 18,500,000.00 x 0.33271 x
2. Lain-lain : (Asuransi 3 %/tahun + PPN 10 %)
= 0.033 x Harga Alat / (Jam/tahun)
= 0.033 x 18,500,000.00 / 1,500
B. BIAYA OPERASI ( OPERATING COST ) : Rp./Jam
Kebutuhan Bahan Bakar dan Pelumas tiap HP :
Diesel = 0.158 Liter/HP/Jam
Bensin = 0.167 Liter/HP/Jam
Pelumas = 0.005 Liter/HP/Jam
=
Harga :
Diesel = Rp. 5,500.00 Liter/HP/Jam
Bensin/Solar = Rp. 5,500.00 Liter/HP/Jam
Pelumas = Rp. 27,500.00 Liter/HP/Jam
Bahan Bakar = 0.158 x 40 x 5,500.00
Pelumas = 0.005 x 40 x 27,500.00
Perbaikan & Sparepart ( 60 % x Depresiasi )
= 0.600 x 3,711.55
TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :
A + B = Rp. 4,118.55 + Rp.
Atau : 5 x Rp.
A N A L I S A B I A Y A P E R A L A T AN
JENIS ALAT : Pile Hammer
HARGA : Rp. 85,000,000.0
UMUR KERJA :
( 1 tahun : 300 Hari Kerja )
atau : 1,500 Jam ( dengan 5 Jam/Hari )
A. BIAYA PEMILIKAN ( OWNERSHIP COST ) : Rp./Jam
1. Depresiasi = 0.9 x Harga Alat x Faktor (CRF) x
= 0.9 x 85,000,000.00 x 0.33271 x
2. Lain-lain : (Asuransi 3 %/tahun + PPN 10 %)
= 0.033 x Harga Alat / (Jam/tahun)
= 0.033 x 85,000,000.00 / 1,500
B. BIAYA OPERASI ( OPERATING COST ) : Rp./Jam
Kebutuhan Bahan Bakar dan Pelumas tiap HP :
Diesel = 0.158 Liter/HP/Jam
Bensin = 0.167 Liter/HP/Jam
Pelumas = 0.005 Liter/HP/Jam
=
Harga :
Diesel = Rp. 5,500.00 Liter/HP/Jam
Bensin/Solar = Rp. 5,500.00 Liter/HP/Jam
Pelumas = Rp. 27,500.00 Liter/HP/Jam
Bahan Bakar = 0.158 x 25 x 5,500.00
Pelumas = 0.005 x 25 x 27,500.00
Perbaikan & Sparepart ( 60 % x Depresiasi )
= 0.600 x 17,053.05
TOTAL BIAYA PEMILIKAN DAN BIAYA OPERASI ALAT :
A + B = Rp. 18,923.05 + Rp.
Atau : 5 x Rp.
A N A L I S A B I A Y A P E R A L A T AN
TENAGA : 115 HP
FAKTOR (CRF) : 0.20483
(Pada 12,5 %)
1/(Jam/tahun)
0.00067 = Rp. 16,056.62
= Rp. 2,860.00
Sub Total = Rp. 18,916.62
= Rp. 99,935.00
= Rp. 15,812.50
= Rp. 9,633.97
Sub Total = Rp. 125,381.47
Total = Rp. 144,298.10
125,381.47 = Rp. 144,298.10 / Jam
28,859.62 = Rp. 144,298.10 / Jam
Pembulatan : 144,300.00
A N A L I S A B I A Y A P E R A L A T AN
TENAGA : 100 HP
FAKTOR (CRF) : 0.20483
(Pada 12,5 %)
1/(Jam/tahun)
0.00067 = Rp. 88,928.99
= Rp. 15,840.00
Sub Total = Rp. 104,768.99
= Rp. 86,900.00
= Rp. 13,750.00
= Rp. 53,357.40
Sub Total = Rp. 154,007.40
Total = Rp. 258,776.39
154,007.40 = Rp. 258,776.39 / Jam
51,755.28 = Rp. 258,776.39 / Jam
Pembulatan : 258,800.00
A N A L I S A B I A Y A P E R A L A T AN
TENAGA : 110 HP
FAKTOR (CRF) : 0.20483
(Pada 12,5 %)
1/(Jam/tahun)
0.00067 = Rp. 67,931.87
= Rp. 12,100.00
Sub Total = Rp. 80,031.87
= Rp. 95,590.00
= Rp. 15,125.00
= Rp. 40,759.12
Sub Total = Rp. 151,474.12
Total = Rp. 231,505.99
151,474.12 = Rp. 231,505.99 / Jam
46,301.20 = Rp. 231,505.99 / Jam
Pembulatan : 231,600.00
A N A L I S A B I A Y A P E R A L A T AN
TENAGA : 60 HP
FAKTOR (CRF) : 0.24688
(Pada 12,5 %)
1/(Jam/tahun)
0.00067 = Rp. 63,269.17
= Rp. 9,350.00
Sub Total = Rp. 72,619.17
= Rp. 52,140.00
= Rp. 8,250.00
= Rp. 37,961.50
Sub Total = Rp. 98,351.50
Total = Rp. 170,970.68
98,351.50 = Rp. 170,970.68 / Jam
34,194.14 = Rp. 170,970.68 / Jam
Pembulatan : 171,000.00
A N A L I S A B I A Y A P E R A L A T AN
TENAGA : 90 HP
FAKTOR (CRF) : 0.33271
(Pada 12,5 %)
1/(Jam/tahun)
0.00067 = Rp. 190,592.92
= Rp. 20,900.00
Sub Total = Rp. 211,492.92
= Rp. 78,210.00
= Rp. 12,375.00
= Rp. 114,355.75
Sub Total = Rp. 204,940.75
Total = Rp. 416,433.68
204,940.75 = Rp. 416,433.68 / Jam
83,286.74 = Rp. 416,433.68 / Jam
Pembulatan : 416,500.00
A N A L I S A B I A Y A P E R A L A T AN
TENAGA : 115 HP
FAKTOR (CRF) : 0.33271
(Pada 12,5 %)
1/(Jam/tahun)
0.00067 = Rp. 24,074.90
= Rp. 2,640.00
Sub Total = Rp. 26,714.90
= Rp. 99,935.00
= Rp. 15,812.50
= Rp. 14,444.94
Sub Total = Rp. 130,192.44
Total = Rp. 156,907.33
130,192.44 = Rp. 156,907.33 / Jam
31,381.47 = Rp. 156,907.33 / Jam
Pembulatan : 157,000.00
A N A L I S A B I A Y A P E R A L A T AN
TENAGA : 6.4 HP
FAKTOR (CRF) : 0.33271
(Pada 12,5 %)
1/(Jam/tahun)
0.00067 = Rp. 321.00
= Rp. 35.20
Sub Total = Rp. 356.20
= Rp. 8,690.00
= Rp. 1,375.00
= Rp. 192.60
Sub Total = Rp. 10,257.60
Total = Rp. 10,613.80
10,257.60 = Rp. 10,613.80 / Jam
2,122.76 = Rp. 10,613.80 / Jam
Pembulatan : 10,700.00
A N A L I S A B I A Y A P E R A L A T AN
TENAGA : 40 HP
FAKTOR (CRF) : 0.33271
(Pada 12,5 %)
1/(Jam/tahun)
0.00067 = Rp. 3,711.55
= Rp. 407.00
Sub Total = Rp. 4,118.55
= Rp. 34,760.00
= Rp. 5,500.00
= Rp. 2,226.93
Sub Total = Rp. 42,486.93
Total = Rp. 46,605.47
42,486.93 = Rp. 46,605.47 / Jam
9,321.09 = Rp. 46,605.47 / Jam
Pembulatan : 46,700.00
A N A L I S A B I A Y A P E R A L A T AN
TENAGA : 25 HP
FAKTOR (CRF) : 0.33271
(Pada 12,5 %)
1/(Jam/tahun)
0.00067 = Rp. 17,053.05
= Rp. 1,870.00
Sub Total = Rp. 18,923.05
= Rp. 21,725.00
= Rp. 3,437.50
= Rp. 10,231.83
Sub Total = Rp. 35,394.33
Total = Rp. 54,317.38
35,394.33 = Rp. 54,317.38 / Jam
10,863.48 = Rp. 54,317.38 / Jam
Pembulatan : 54,400.00
ANALISA HARGA SATUAN DASAR PEKERJAAN
NO. URAIAN PEKERJAAN SAT URAIAN KOEF. SAT
1 Pembuatan Direksi Keet Ls 1.25000 btg 0.18000 m3 0.85000 Kg 1.10000 Kg 35.00000 Kg 0.15000 m3 0.10000 m3 0.15000 m3 30.00000 bh 0.25000 lbr 2.00000 bh 0.08000 m2 0.15000 bh 0.06000 lbr 2.00000 Oh 1.00000 Oh 2.00000 Oh 0.30000 Oh 0.05000 Oh
2 Pengukuran & Pemasangan Patok Ttk 0.01200 m3 0.00800 m3 0.00700 Kg 0.10000 Oh 0.10000 Oh 0.00450 Oh 0.01000 Oh
3 Pekerjaan Clearing M2 0.10000 OH 0.05000 OH
4 Pekerjaan Galian / Potong Tanah M3 0.02500 OH 0.02359 Jam 0.05539 Jam
5 Penimbunan & Pemadatan Tanah M3 1.10000 m3 0.04692 Jam 0.01514 Jam 0.00763 Jam
6 Penimbunan & Pemadatan Sirtu M3 1.10000 m3 0.04692 Jam 0.01514 Jam 0.00763 Jam
7 Pekerjaan Pembesian Kg 0.02000 Kg 1.10000 Kg 0.01500 Oh 0.00500 Oh
0.00500 Oh 1.00000 Oh
8 Pas. Bekisting M2 0.04000 m3 0.30000 Kg 0.10000 Ltr 0.26000 Oh 0.02600 Oh 0.30000 Oh 0.00500 Oh
9 Pekerjaan Pile Cap M3 1.00000 m3 250.00000 Kg 1.00000 m3
10 Penyambungan Las Ls 1.00000 Day 0.50000 Oh
11 Pek. Konstruksi Baja H- Beam Kg 0.04000 m2 1.05000 btg 0.06000 Oh 0.00450 Oh 0.00250 Oh 1.00000 Kg
12 Pek. Konstruksi Besi Siku Kg 0.04000 m2 1.05000 m' 0.06000 Oh 0.00450 Oh 0.00250 Oh 1.00000 Kg
13 Pekerjaan Pipa 2" M' 1.20000 m' 0.35000 0.03600 Oh 0.00180 Oh 0.06000 Oh 0.00600 Oh
14 Pekerjaan Pipa 2.5" M' 1.20000 m' 0.35000 0.03600 Oh 0.00180 Oh 0.06000 Oh 0.00600 Oh
15 Pekerjaan Pipa 3" M' 1.20000 m' 0.35000 0.03600 Oh 0.00180 Oh 0.06000 Oh 0.00600 Oh
16 Pek. Pipa PVC 8" Btg 1.00000 Btg 1.00000 Ls 0.08100 OH 0.13500 OH
0.01350 OH 0.00410 OH
17 Galian m3 0.52600 Oh 0.05200 Oh
18 Urugan m3 0.19200 Oh 0.01900 Oh
19 Gorong-2 Beton Dia 50 cm M' 0.42000 m3 1.00000 m' 0.10500 m3
20 Plastik 200 gram M2 1.00000 m2 0.01000 OH
21 Pek. Pipa HDPE Btg 1.00000 Btg 1.00000 Ls 0.08100 OH 0.13500 OH 0.01350 OH 0.00410 OH
22 Ijuk M2 1.00000 m2 0.01000 OH
23 Arang M2 1.00000 m2 0.01000 OH
24 Pilling Pipe 6" m' 1.00000 m 1.00000 jam 0.10000 Oh 0.01000 Oh 0.00200 Oh
25 Pek. Konstruksi Plat M 1.05000 btg 0.06000 Oh 0.00450 Oh 0.00250 Oh 1.00000 Kg
26 Pek. Finishing M2 0.10000 Kg 0.01000 Bh 0.20000 OH 0.02000 OH 0.02000 OH 0.01000 OH
ANALISA HARGA SATUAN DASAR PEKERJAAN
URAIAN HARGA SATUAN UPAH BAHAN ITEM
Dolken Kayu Ø 8 - 10/400 cm Rp 35,000.00 Rp 43,750.00 Kayu Balok Borneo Rp 1,800,000.00 Rp 324,000.00 Paku Rp 16,000.00 Rp 13,600.00 Besi Strip Rp 6,500.00 Rp 7,150.00 Semen Portland Rp 1,340.00 Rp 46,900.00 Pasir Pasang Rp 95,000.00 Rp 14,250.00 Pasir Beton Rp 100,000.00 Rp 10,000.00 Koral Beton Rp 230,000.00 Rp 34,500.00 Bata merah kelas I Rp 750.00 Rp 22,500.00 Seng Plat Rp 95,000.00 Rp 23,750.00 Jendela Nako Rp 50,000.00 Rp 100,000.00 Kaca Polos Rp 115,000.00 Rp 9,200.00 Kunci Tanam Rp 105,000.00 Rp 15,750.00 Plywood 4 mm Rp 75,000.00 Rp 4,500.00 Tukang Kayu Rp 85,000.00 Rp 170,000.00 Tukang Batu Rp 85,000.00 Rp 85,000.00 Perkerja / Buruh Tak Terampil Rp 60,000.00 Rp 120,000.00 Kepala Tukang Rp 95,000.00 Rp 28,500.00 Mandor Rp 100,000.00 Rp 5,000.00 Usuk Meranti Rp 2,750,000.00 Rp 33,000.00 Papan Meranti Rp 3,225,000.00 Rp 25,800.00 Paku Rp 16,000.00 Rp 112.00 Pekerja/Buruh Tak Terampil Rp 60,000.00 Rp 6,000.00 Tukang Kayu Rp 85,000.00 Rp 8,500.00 Mandor Rp 100,000.00 Rp 450.00 Kepala Tukang Rp 95,000.00 Rp 950.00 Pekerja Rp 60,000.00 Rp 6,000.00 Mandor Rp 100,000.00 Rp 5,000.00 Mandor Rp 100,000.00 Rp 2,500.00 Excavator Rp 416,500.00 Dump Truck Rp 157,000.00 Tanah Rp 47,250.00 Rp 51,975.00 Bulldozer Rp 231,600.00 Vibratory Roller Rp 171,000.00 Motor Grader Rp 258,800.00 Sirtu Rp 170,100.00 Rp 187,110.00 Bulldozer Rp 231,600.00 Vibratory Roller Rp 171,000.00 Motor Grader Rp 258,800.00 Kawat Beton Rp 9,450.00 Rp 189.00 Besi Beton (polos/ulir) Rp 10,000.00 Rp 11,000.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 900.00 Tukang Besi Rp 85,000.00 Rp 425.00
Mandor Rp 100,000.00 Rp 500.00 Alat Bantu Rp 15,000.00 Rp 15,000.00 Usuk Meranti Rp 2,750,000.00 Rp 110,000.00 Paku Rp 16,000.00 Rp 4,800.00 Minyak Bekisting Rp 5,250.00 Rp 525.00 Tukang Kayu Rp 85,000.00 Rp 22,100.00 Kepala Tukang Rp 95,000.00 Rp 2,470.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 18,000.00 Mandor Rp 100,000.00 Rp 500.00 Beton Readymix Rp 650,000.00 Rp 650,000.00 Pembesian Rp 28,014.00 Rp 7,003,500.00 Bekisting Rp 158,395.00 Rp 158,395.00 Mesin Las Rp 450,000.00 Tukang Las Rp 85,000.00 Rp 42,500.00 Zinkcromate Rp 75,000.00 Rp 3,000.00 Besi H - Beam 200x200 Rp 5,400,000.00 Rp 5,670,000.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 3,600.00 Tukang Besi Rp 85,000.00 Rp 382.50 Mandor Rp 100,000.00 Rp 250.00 Erection Rp 1,250.00 Rp 1,250.00 Zinkcromate Rp 75,000.00 Rp 3,000.00 Besi Siku 5x5x3 Rp 81,000.00 Rp 85,050.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 3,600.00 Tukang Besi Rp 85,000.00 Rp 382.50 Mandor Rp 100,000.00 Rp 250.00 Erection Rp 1,250.00 Rp 1,250.00 Pipa 2" Rp 38,000.00 Rp 45,600.00 Perlengkapan (35% harga Pipa) Rp 13,300.00 Rp 4,655.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 2,160.00 Mandor Rp 100,000.00 Rp 180.00 Tukang Pipa Rp 85,000.00 Rp 5,100.00 Kepala Tukang Rp 95,000.00 Rp 570.00 Pipa 2.5" Rp 53,000.00 Rp 63,600.00 Perlengkapan (35% harga Pipa) Rp 18,550.00 Rp 6,492.50 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 2,160.00 Mandor Rp 100,000.00 Rp 180.00 Tukang Pipa Rp 85,000.00 Rp 5,100.00 Kepala Tukang Rp 95,000.00 Rp 570.00 Pipa 3" Rp 77,500.00 Rp 93,000.00 Perlengkapan (35% harga Pipa) Rp 27,125.00 Rp 9,493.75 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 2,160.00 Mandor Rp 100,000.00 Rp 180.00 Tukang Pipa Rp 85,000.00 Rp 5,100.00 Kepala Tukang Rp 95,000.00 Rp 570.00 Pipa PVC 8" Rp 60,000.00 Rp 60,000.00 Perlengkapan PVC Rp 21,000.00 Rp 21,000.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 4,860.00 Tukang Batu Rp 85,000.00 Rp 11,475.00
Kepala Tukang Rp 95,000.00 Rp 1,282.50 Mandor Rp 100,000.00 Rp 410.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 31,560.00 Mandor Rp 100,000.00 Rp 5,200.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 11,520.00 Mandor Rp 100,000.00 Rp 1,900.00 Galian Rp 36,760.00 Rp 15,439.20 Gorong-2 Beton Dia 50 cm Rp 295,250.00 Rp 295,250.00 Urugan Rp 13,420.00 Rp 1,409.10 Plastik 200 gram Rp 20,000.00 Rp 20,000.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 600.00 Pipa HDPE Rp 76,550.00 Rp 76,550.00 Perlengkapan HDPE Rp 26,792.50 Rp 26,792.50 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 4,860.00 Tukang Batu Rp 85,000.00 Rp 11,475.00 Kepala Tukang Rp 95,000.00 Rp 1,282.50 Mandor Rp 100,000.00 Rp 410.00 Ijuk Rp 17,500.00 Rp 17,500.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 600.00 Arang Rp 55,000.00 Rp 55,000.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 600.00 Steel (Pilling) Pipe 6" Rp 2,800,000.00 Rp 2,800,000.00 Pile Hammer Rp 54,400.00 Operator Rp 95,000.00 Rp 9,500.00 Pembantu Operator Rp 60,000.00 Rp 600.00 Mandor Rp 100,000.00 Rp 200.00 Plate 3 mm Rp 1,500,000.00 Rp 1,575,000.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 63,000.00 Tukang Besi Rp 85,000.00 Rp 5,100.00 Mandor Rp 100,000.00 Rp 450.00 Erection Rp 1,250.00 Rp 1,250.00 Cat Meni Rp 38,000.00 Rp 3,800.00 Kuas Rp 10,000.00 Rp 100.00 Tukang Cat Rp 85,000.00 Rp 850.00 Kepala Tukang Rp 95,000.00 Rp 19,000.00 Pekerja / Buruh Tak Terampil Rp 60,000.00 Rp 1,200.00 Mandor Rp 100,000.00 Rp 2,000.00
ANALISA HARGA SATUAN DASAR PEKERJAAN
ALAT TOTAL
Rp 1,078,350.00
Rp 74,812.00
Rp 11,000.00
Rp 21,022.66 Rp 9,826.81 Rp 8,695.85
Rp 67,405.77 Rp 10,867.77 Rp 2,588.75 Rp 1,974.25
Rp 202,540.77 Rp 10,867.77 Rp 2,588.75 Rp 1,974.25
Rp 28,014.00
Rp 158,395.00
Rp 7,811,895.00
Rp 450,000.00 Rp 492,500.00
Rp 5,678,482.50
Rp 93,532.50
Rp 58,265.00
Rp 78,102.50
Rp 110,503.75
Rp 99,027.50
Rp 36,760.00
Rp 13,420.00
Rp 312,098.30
Rp 20,600.00
Rp 121,370.00
Rp 18,100.00
Rp 55,600.00
Rp 2,864,700.00 Rp 54,400.00
Rp 1,644,800.00
Rp 26,950.00