RAB Gas Metana Sumatra 1

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.


JENIS ALAT : Motor Grader, 100 HP

HARGA : Rp. 720,000,000.0

UMUR KERJA :





= 0.9 x 720,000,000.00 x 0.20483 x



= 0.033 x 720,000,000.00 / 1,500






=

Harga :




Bahan Bakar = 0.158 x 100 x 5,500.00

Pelumas = 0.005 x 100 x 27,500.00


= 0.600 x 88,928.99


A + B = Rp. 104,768.99 + Rp.

Atau : 5 x Rp.


JENIS ALAT : Bulldozer, 110 HP

HARGA : Rp. 550,000,000.0

UMUR KERJA :





= 0.9 x 550,000,000.00 x 0.20483 x



= 0.033 x 550,000,000.00 / 1,500






=

Harga :




Bahan Bakar = 0.158 x 110 x 5,500.00

Pelumas = 0.005 x 110 x 27,500.00


= 0.600 x 67,931.87


A + B = Rp. 80,031.87 + Rp.

Atau : 5 x Rp.


JENIS ALAT : Roller Vibro ped, 1 Ton

HARGA : Rp. 425,000,000.0

UMUR KERJA :





= 0.9 x 425,000,000.00 x 0.24688 x



= 0.033 x 425,000,000.00 / 1,500






=

Harga :




Bahan Bakar = 0.158 x 60 x 5,500.00

Pelumas = 0.005 x 60 x 27,500.00


= 0.600 x 63,269.17


A + B = Rp. 72,619.17 + Rp.

Atau : 5 x Rp.


JENIS ALAT : Excavator 1 m3

HARGA : Rp. 950,000,000.0

UMUR KERJA :





= 0.9 x 950,000,000.00 x 0.33271 x



= 0.033 x 950,000,000.00 / 1,500






=

Harga :




Bahan Bakar = 0.158 x 90 x 5,500.00

Pelumas = 0.005 x 90 x 27,500.00


= 0.600 x 190,592.92


A + B = Rp. 211,492.92 + Rp.

Atau : 5 x Rp.


JENIS ALAT : Dump Truck, 3.5 Ton

HARGA : Rp. 120,000,000.0

UMUR KERJA :





= 0.9 x 120,000,000.00 x 0.33271 x



= 0.033 x 120,000,000.00 / 1,500






=

Harga :




Bahan Bakar = 0.158 x 115 x 5,500.00

Pelumas = 0.005 x 115 x 27,500.00


= 0.600 x 24,074.90


A + B = Rp. 26,714.90 + Rp.

Atau : 5 x Rp.


JENIS ALAT : Chansaw

HARGA : Rp. 1,600,000.0

UMUR KERJA :





= 0.9 x 1,600,000.00 x 0.33271 x



= 0.033 x 1,600,000.00 / 1,500






=

Harga :




Bahan Bakar = 0.158 x 10 x 5,500.00

Pelumas = 0.005 x 10 x 27,500.00


= 0.600 x 321.00


A + B = Rp. 356.20 + Rp.

Atau : 5 x Rp.


JENIS ALAT : Welding Machine

HARGA : Rp. 18,500,000.0

UMUR KERJA :





= 0.9 x 18,500,000.00 x 0.33271 x



= 0.033 x 18,500,000.00 / 1,500






=

Harga :




Bahan Bakar = 0.158 x 40 x 5,500.00

Pelumas = 0.005 x 40 x 27,500.00


= 0.600 x 3,711.55


A + B = Rp. 4,118.55 + Rp.

Atau : 5 x Rp.


JENIS ALAT : Pile Hammer

HARGA : Rp. 85,000,000.0

UMUR KERJA :





= 0.9 x 85,000,000.00 x 0.33271 x



= 0.033 x 85,000,000.00 / 1,500






=

Harga :




Bahan Bakar = 0.158 x 25 x 5,500.00

Pelumas = 0.005 x 25 x 27,500.00


= 0.600 x 17,053.05


A + B = Rp. 18,923.05 + Rp.

Atau : 5 x Rp.


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


TENAGA : 100 HP


(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



TENAGA : 110 HP


(Pada 12,5 %)

1/(Jam/tahun)

0.00067 = Rp. 67,931.87

= Rp. 12,100.00


= 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



TENAGA : 60 HP


(Pada 12,5 %)

1/(Jam/tahun)

0.00067 = Rp. 63,269.17

= Rp. 9,350.00


= Rp. 52,140.00

= Rp. 8,250.00

= Rp. 37,961.50


Total = Rp. 170,970.68

98,351.50 = Rp. 170,970.68 / Jam

34,194.14 = Rp. 170,970.68 / Jam



TENAGA : 90 HP


(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



TENAGA : 115 HP


(Pada 12,5 %)

1/(Jam/tahun)

0.00067 = Rp. 24,074.90

= Rp. 2,640.00


= 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



TENAGA : 6.4 HP


(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


Total = Rp. 10,613.80

10,257.60 = Rp. 10,613.80 / Jam

2,122.76 = Rp. 10,613.80 / Jam



TENAGA : 40 HP


(Pada 12,5 %)

1/(Jam/tahun)

0.00067 = Rp. 3,711.55

= Rp. 407.00


= Rp. 34,760.00

= Rp. 5,500.00

= Rp. 2,226.93


Total = Rp. 46,605.47

42,486.93 = Rp. 46,605.47 / Jam

9,321.09 = Rp. 46,605.47 / Jam



TENAGA : 25 HP


(Pada 12,5 %)

1/(Jam/tahun)

0.00067 = Rp. 17,053.05

= Rp. 1,870.00


= Rp. 21,725.00

= Rp. 3,437.50

= Rp. 10,231.83


Total = Rp. 54,317.38

35,394.33 = Rp. 54,317.38 / Jam

10,863.48 = Rp. 54,317.38 / Jam


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


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


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

Documents

RAB Gas Metana Sumatra 1