RENCANA ANGGARAN DAN BIAYA PEMBANGUNAN KAPAL PENANGKAPAN IKAN

RENCANA ANGGARAN BIAYA (RAB) SATKER

: KABUPATEN ACEH BARAT DAYA

PEKERJAAN

: PEMBANGUNAN KAPAL PERIKANAN

LOKASI

: KOTA PUSONG

TAHUN ANGGARAN

: 2013

NILAI RAB

: 640.000.000,00

TERBILANG

: Enam Ratus Empat Puluh Juta Rupiah

No

Uraian Pekerjaan

Panjang Kapal Lebar Kapal Dalam Kapal I 1 2 3 4 5 6 7 8 9 10 11

12 13

14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 43 44 45 47 48

II

JENIS / TYPE

Volume / Sat.

Analisa

Har a Sat. ( Rp )

Jumlah Harga ( Rp)

= 14 m = 3,2 m = 1,10 m

LAMBUNG KAPAL & ANJUNGAN Ka K ayu lunas (0,20x0,20x16m) Li Linggi haluan (0,20x0,30x6m) Li Linggi buritan (0,30x0,30x1,5m) Pi Pisang-pisang (0,06x0,16x22m) Naga-naga (0,06x0,18x22m) Gading-gading sambung (0,12x0,14x2m) Gading-gading dasar (0,12x0,14x2m) Pengapit lunas (0,06x0,15x16m) Gading-gading serampak (0,12x0,14x1m) Pa P apan lambung/deck (0,030x0,20x14m) Pintu Pintu nahkoda nahkoda - Pintu Pintu nahko nahkoda da kecil kecil - Pintu Pintu nahko nahkoda da besar besar Balok/bantalan Balok/bantalan deck (0,10x0,12x4m) (0,10x0,12x4m) Tiang Tiang ruma rumah h - Ukuran Ukuran 0,10x0 0,10x0,10x ,10x5m 5m - Ukuran Ukuran 0,05x0 0,05x0,10x ,10x5m 5m Reng Reng kayu (0,5x10 (0,5x10x5m) x5m) Papan punggung (0,05x0,40x5m) Balok pondasi mesin (0,25x0,25x4m) Baut dan mur linggi 22mm x 38cm Baut dan mur sambungan gading-gading 16mm x 25cm Baut dan mur lunas/gading-gading 16mm x 36cm Ba Baut dan mur pisang-pisang 16mm x 22cm Baut dan mur naga-naga 16mm x 26mm Baut dan mur palka 16mm x 26cm Ba Baut dan mur tiang bangunan 16mm x 26cm Ba Baut dan mur pondasi mesin 24mm x 42cm Baut dan mur galvanis 24mm x 25cm koker Paku galvanis 3 1/2" s/d 12cm Paku galvanis lapik seng 1 inchi Se Seng alumunium 1,0 mm (Lambung kapal) Seng alumunium 0,5 mm (Dipakai atap) Aspal Tali goni Damar Cat Tinner Minyak tanah Jendela kaca karpet 5 mm Poly giling Poly tegak Poly tidur Gardan + Perlengkapan Hancuran (Buluh-buluh) Kayu dudukan poly 0.40 x 0.40 x 1.20m Besi Pinggiran Kapal Ka Kayu Balok Untuk Jangkar 0.20 x 0.30 x3m Kayu Balok Untuk Jensed 0.20 x 0.30 x 3m

Meranti/Seumantok Mane/Halaban Mane/Halaban Seumantok Seumantok Mane/Halaban Mane/Halaban Seumatok/Meranti Mane/Halaban Meranti Meranti Meranti Seumantok Meranti Meranti Mane/Halaban

1.00 1.00 1.00 4.00 12.00 1.00 1.00 1.00 1.00 90.00

batang batang ba b atang ba b atang ba b atang sh s hipset sh s hipset ba b atang sh s hipset le l embar

1,600,000 1,000,000 600,000 600,000 600,000 6,800,000 8,400,000 240,000 200,000 120,000

1,600,000.00 1,000,000.00 600,000.00 2,400,000.00 7,200,000.00 6,800,000.00 8,400,000.00 240,000.00 200,000.00 10,800,000.00

Taksir Taksir Taksir

350,000 750,000 2,100,000

700,000.00 1,500,000.00 4,200,000.00

m3 m3 batang batang batang batang batang

Taksir Taksir Taksir Taksir Taksir Taksir Taksir

1,340,000 1,580,000 105,000 134,000 750,000 25,000 17,500

857,600.00 1,185,000.00 3,150,000.00 134,000.00 1,500,000.00 450,000.00 2,625,000.00

60.00 batang

Taksir

32,000

1,920,000.00

batang batang batang batang batang batang kg kg lembar lembar drum kg kg kaleng kg liter shipset meter unit unit unit unit unit shipset batang batang batang

Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir

16,000 18,000 18,000 18,000 42,500 75,000 17,000 17,000 140,000 95,000 1,200,000 15,000 7,500 45,000 12,000 4,500 300,000 15,000 4,500,000 1,250,000 1,500,000 14,544,838.70 650,000 1,800,000 1,500,000 200,000 200,000 Jumlah

2,400,000.00 5,400,000.00 2,700,000.00 1,800,000.00 1,275,000.00 450,000.00 6,120,000.00 1,360,000.00 7,000,000.00 1,900,000.00 1,200,000.00 750,000.00 525,000.00 3,150,000.00 120,000.00 315,000.00 300,000.00 375,000.00 4,500,000.00 1,250,000.00 1,500,000.00 14,544,838.70 650,000.00 1,800,000.00 6,000,000.00 200,000.00 400,000.00 125,446,438.70

1.00 unit 1.00 unit 1.00 shipset


110,000,000 24,800,000 8,500,000

110,000,000.00 24,800,000.00 8,500,000.00

2.00 buah 2.00 buah 2.00 m3 0.64 0.75 30.00 1.00 2.00 18.00 150.00

150.00 300.00 150.00 100.00 30.00 6.00 360.00 80.00 50.00 20.00 1.00 50.00 70.00 70.00 10.00 70.00 1.00 25.00 1.00 1.00 1.00 1.00 1.00 1.00 4.00 1.00 2.00

Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir

MESIN DA DAN PE PERLENGKAPAN 1 Mesin induk 2 Gear box 3 Cooler dan perlengkapannya

No

Uraian Pekerjaan

4 Cocer/sarung as kuningan 3 1/4" lengkap putih 3" panjang panjang 2,8m lengkap lengkap 5 As besi putih 6 Selang kanvas 7 Tali kipas 8 Fanbelt 9 Propeller 30-32 10 Pompa keong 11 Sambungan knalpot 12 Gagang handle lengkap 13 Tali gas 14 Letter U 15 Elbow 16 Kemudi lengkap 17 Sarung kemudi 18 Pipa gagang kemudi 19 Plen poli 20 As kiri kanan 21 Baut kunus 22 Baut stainles 23 Spi kuningan 24 Lobang spi kiri kanan 25 Kelengkapan baut mesin 26 Kepala As

III III

Volume / Sat.

Analisa

Harga Sat. ( Rp )

Jumlah Harga ( Rp)

1.00 1.00 20.00 1.00 1.00 1.00 2.00 1.00 1.00 6.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 20.00 1.00

shipset shipset meter unit meter unit unit unit shipset meter shipset unit shipset unit unit unit unit unit unit unit unit biji unit

Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir

5,100,000 7,300,000 22,500 125,000 200,000 1,800,000 500,000 550,000 1,125,000 550,000 700,000 125,000 325,000 400,000 250,000 350,000 225,000 60,000 75,000 75,000 75,000 800,000 350,000 Jumlah

5,100,000.00 7,300,000.00 450,000.00 125,000.00 200,000.00 1,800,000.00 1,000,000.00 550,000.00 1,125,000.00 3,300,000.00 700,000.00 125,000.00 325,000.00 400,000.00 250,000.00 350,000.00 450,000.00 120,000.00 150,000.00 150,000.00 150,000.00 16,000,000.00 350,000.00 183,770,000.00

1.00 1.00 1.00 1.00 1.00 1.00 10.00 1.00 1.00 1.00

unit unit unit buah buah shipset buah buah shipset shipset


9,800,000 5,500,000 625,000 125,000 80,000 600,000 1,500,000 750,000 750,000 400,000 Jumlah

9,800,000.00 5,500,000.00 625,000.00 125,000.00 80,000.00 600,000.00 15,000,000.00 750,000.00 750,000.00 400,000.00 33,630,000.00

1.00 un unit 1.00 un unit 1.00 un unit


2,750,000 4,100,000 700,000 Jumlah

2,750,000.00 4,100,000.00 700,000.00 7,550,000.00

1.00 1.00 1.0 1.00 2.00 2.00 2.00 2.00 30.0 30.00 0 2.00 2.00 1.00 1.00 15.0 15.00 0 4.00 4.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir

1,250,000 1,275,000 4,125,000 2,000,000 40,000 1,050,000 350,000 130,000 50,000 2,500,000 1,250,000 100,000 1,800,000 Jumlah

1,250,000.00 1,275,000.00 8,250,000.00 4,000,000.00 1,200,000.00 2,100,000.00 350,000.00 1,950,000.00 200,000.00 2,500,000.00 1,250,000.00 100,000.00 1,800,000.00 26,225,000.00

T Ta aksir

30,000,000 Jumlah

30,000,000.00 30,000,000.00

PER PERLENG ENGKAPAN LIS LIST TRIK 1 2 3 4 5 6 7 8 9 10

IV

Mesin bantu Dinamo 10 KW Pompa keong 1.5" Corong kuningan (prom) 1.1/4" Kran kuningan 1.1/4 Instalasi Listrik Lampu sorot 1000 w Batterai 60 A Lampu navigasi Lampu-lampu

PERL PERLEN ENGK GKA APAN PAN NAVI NAVIGA GASI SI 1 GPS 2 Fish Finders 3 Kompas

V

PER PERLENG ENGKAPAN TAMBAHAN 1 2 3 4 5 6 7 8 9 10 11 12 13

VI

JENIS / TYPE

Jangka Jangkarr 45 kg kg Tali Jangkar Jangkar 20 20 mm Palkah Fiber (2,5 (2,5 x 3 x 1,2m) Tangki Tangki BBM Jerigen Jerigen Air Air Bersih/BBM Bersih/BBM Pipa besi 3.1/4 lambun lambung g kanan galvanis galvanis lambung kapal kiri Life jacket jacket (Plampu (Plampung) ng) Damprah Damprah ban ban bekas bekas Surat /dokumen /dokumen Kapal Surat /dokumen /dokumen Kapal Bendera Bendera Nasion Nasional al Perahu Perahu dayu dayung ng

JASA GA GALANGAN KA KAPAL PAL 1 Jasa Galangan Kapal

buah buah bal bal unit unit buah buah buah buah bata batang ng bata batang ng buah buah buah buah berka berkas s ships shipset et buah buah unit unit

1 Ls

No

Uraian Pekerjaan

4 Cocer/sarung as kuningan 3 1/4" lengkap putih 3" panjang panjang 2,8m lengkap lengkap 5 As besi putih 6 Selang kanvas 7 Tali kipas 8 Fanbelt 9 Propeller 30-32 10 Pompa keong 11 Sambungan knalpot 12 Gagang handle lengkap 13 Tali gas 14 Letter U 15 Elbow 16 Kemudi lengkap 17 Sarung kemudi 18 Pipa gagang kemudi 19 Plen poli 20 As kiri kanan 21 Baut kunus 22 Baut stainles 23 Spi kuningan 24 Lobang spi kiri kanan 25 Kelengkapan baut mesin 26 Kepala As

III III

Volume / Sat.

Analisa

Harga Sat. ( Rp )

Jumlah Harga ( Rp)

1.00 1.00 20.00 1.00 1.00 1.00 2.00 1.00 1.00 6.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 20.00 1.00

shipset shipset meter unit meter unit unit unit shipset meter shipset unit shipset unit unit unit unit unit unit unit unit biji unit

Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir

5,100,000 7,300,000 22,500 125,000 200,000 1,800,000 500,000 550,000 1,125,000 550,000 700,000 125,000 325,000 400,000 250,000 350,000 225,000 60,000 75,000 75,000 75,000 800,000 350,000 Jumlah

5,100,000.00 7,300,000.00 450,000.00 125,000.00 200,000.00 1,800,000.00 1,000,000.00 550,000.00 1,125,000.00 3,300,000.00 700,000.00 125,000.00 325,000.00 400,000.00 250,000.00 350,000.00 450,000.00 120,000.00 150,000.00 150,000.00 150,000.00 16,000,000.00 350,000.00 183,770,000.00

1.00 1.00 1.00 1.00 1.00 1.00 10.00 1.00 1.00 1.00

unit unit unit buah buah shipset buah buah shipset shipset


9,800,000 5,500,000 625,000 125,000 80,000 600,000 1,500,000 750,000 750,000 400,000 Jumlah

9,800,000.00 5,500,000.00 625,000.00 125,000.00 80,000.00 600,000.00 15,000,000.00 750,000.00 750,000.00 400,000.00 33,630,000.00

1.00 un unit 1.00 un unit 1.00 un unit


2,750,000 4,100,000 700,000 Jumlah

2,750,000.00 4,100,000.00 700,000.00 7,550,000.00

1.00 1.00 1.0 1.00 2.00 2.00 2.00 2.00 30.0 30.00 0 2.00 2.00 1.00 1.00 15.0 15.00 0 4.00 4.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir

1,250,000 1,275,000 4,125,000 2,000,000 40,000 1,050,000 350,000 130,000 50,000 2,500,000 1,250,000 100,000 1,800,000 Jumlah

1,250,000.00 1,275,000.00 8,250,000.00 4,000,000.00 1,200,000.00 2,100,000.00 350,000.00 1,950,000.00 200,000.00 2,500,000.00 1,250,000.00 100,000.00 1,800,000.00 26,225,000.00

T Ta aksir

30,000,000 Jumlah

30,000,000.00 30,000,000.00

PER PERLENG ENGKAPAN LIS LIST TRIK 1 2 3 4 5 6 7 8 9 10

IV

Mesin bantu Dinamo 10 KW Pompa keong 1.5" Corong kuningan (prom) 1.1/4" Kran kuningan 1.1/4 Instalasi Listrik Lampu sorot 1000 w Batterai 60 A Lampu navigasi Lampu-lampu

PERL PERLEN ENGK GKA APAN PAN NAVI NAVIGA GASI SI 1 GPS 2 Fish Finders 3 Kompas

V

PER PERLENG ENGKAPAN TAMBAHAN 1 2 3 4 5 6 7 8 9 10 11 12 13

VI

JENIS / TYPE

Jangka Jangkarr 45 kg kg Tali Jangkar Jangkar 20 20 mm Palkah Fiber (2,5 (2,5 x 3 x 1,2m) Tangki Tangki BBM Jerigen Jerigen Air Air Bersih/BBM Bersih/BBM Pipa besi 3.1/4 lambun lambung g kanan galvanis galvanis lambung kapal kiri Life jacket jacket (Plampu (Plampung) ng) Damprah Damprah ban ban bekas bekas Surat /dokumen /dokumen Kapal Surat /dokumen /dokumen Kapal Bendera Bendera Nasion Nasional al Perahu Perahu dayu dayung ng

JASA GA GALANGAN KA KAPAL PAL 1 Jasa Galangan Kapal

buah buah bal bal unit unit buah buah buah buah bata batang ng bata batang ng buah buah buah buah berka berkas s ships shipset et buah buah unit unit

1 Ls

No

VII VII

Uraian Pekerjaan

JENIS / TYPE

Volume / Sat.

Analisa

Harga Sat. ( Rp )

Jumlah Harga ( Rp)

ALAT ALAT TANG TANGKA KAP P PUR PURSE SE SEIN SEINE E 1 2 3 4 5 6 7 8 9 10 11 12

13

VIII VIII

Jaring nilon ukuran 1 inchi no.12 Jaring nilon ukuran 2 inchi no.12 Jaring nilon ukuran 3 inchi no.12 Jaring nilon ukuran 4 inchi no.12 Batu timah Tali meudang no.24 Pelampung Tali kaja 8 mm Tali Kaja 10 mm Tali kaja batu 12 mm Cincin 6 inchi Tali ikat pukat 36mm Tali katrol 30 mm 28 mm Biaya rakit/pasang

6.00 10.00 7.00 4.00 500.00 15.00 1,400.00 11.00 5.00 5.00 50.00 10.00

set set set set Kg set biji bal bal bal biji bal

Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir

4,100,000 3,400,000 3,300,000 3,200,000 30,000 350,000 12,500 281,700 344,300 438,200 60,000 260,000

24,600,000.00 34,000,000.00 23,100,000.00 12,800,000.00 15,000,000.00 5,250,000.00 17,500,000.00 3,098,700.00 1,721,500.00 2,191,000.00 3,000,000.00 2,600,000.00

2.00 bal 3.00 bal 1.00 Ls


3,250,000 2,750,000 9,000,000 Jumlah

6,500,000.00 8,250,000.00 9,000,000.00 168,611,200.00

500.00 liter 1.00 paket 60.00 batang 10.00 jerigen 10.00 galon 1.00 paket

Taksir Taksir Taksir Taksir Taksir Taksir

6,500 4,500,000 27,500 5,000 50,000 700,000 Jumlah

3,250,000.00 4,500,000.00 1,650,000.00 50,000.00 500,000.00 700,000.00 10,650,000.00

SEA SEA / FISH FISHIN ING G TRI TRIAL AL 1 BBM 2 Logistik ABK untuk 3 hari 3 Es batangan Minum 4 Air Minum 5 Aqua Galon 6 Lain-lain

Kota Pusong, ............... 201 Kepala Dinas Kelautan dan Perikanan Kota Pusong

............... ......................

REKAPITULASI RENCANA ANGGARAN BIAYA ENGINEER ESTIMATE SATKER

: KABUPATEN ACEH BARAT DAYA

PEKERJAAN

: PEMBANGUNAN KAPAL PERIKANAN

LOKASI

: KOTA PUSONG

TAHUN ANGGARAN

: 2013

NILAI RAB

: 640.000.000,00

TERBILANG

: Enam Ratus Empat Puluh Juta Rupiah

No.

I II III IV V VI VII VIII

URAIAN PEKERJAAN

JUMLAH HARGA

LAMBUNG KAPAL & ANJUNGAN MESIN DAN PERLENGKAPAN PERLENGKAPAN LISTRIK PERLENGKAPAN NAVIGASI PERLENGKAPAN TAMBAHAN JASA GALANGAN KAPAL ALAT TANGKAP PURSE SEINE SEA / FISHING TRIAL Sub Total PPn 10 % Sub Total Dibulatkan

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

125,446,438.70 183,770,000.00 33,630,000.00 7,550,000.00 26,225,000.00 30,000,000.00 168,611,200.00 10,650,000.00

Rp. Rp. Rp. Rp.

585,882,638.70 58,588,263.87 644,470,902.57 640,000,000.00

Terbilang : En am Ratus Empat Puluh Juta Rup iah.


............... ......................

DAFTAR ANALISA HARGA SATUAN I. PEKERJAAN PERSIAPAN RSNI T-12-2002-B4 1 M' Pengukuran dan Pemasangan Bowplank 3

Kayu Kasau 5/7

@Rp

3,000,000.00

Rp.

36,000.00

3

Papang 3/20 Paku 2" - 5" Pekerja Tukang Kepala Tukang Mandor

@Rp @Rp @Rp @Rp @Rp @Rp Jumlah Dibulatkan

3,000,000.00 15,000.00 42,500.00 52,500.00 60,000.00 57,500.00


21,000.00 300.00 4,250.00 5,250.00 600.00 287.50 67,687.50 67,687.00

@Rp @Rp Jumlah Dibulatkan

42,500.00 57,500.00

Rp. Rp. Rp. Rp.

4,250.00 2,875.00 7,125.00 7,125.00

0.012

M

0.007 0.020 0.100 0.100 0.010 0.005

M Kg OH OH OH OH

RSNI T-12-2002-B8 2

1 M Membersihkan Lapangan dan Perataan 0.100 OH Pekerja 0.050 OH Mandor

RSNI T-12-2002-B12 2

1 M Pembuatan Jalan Sementara 3

Batu Belah 15/20

@Rp

115,000.00

Rp.

17,250.00

3

Batu Pecah 5/7

@Rp

130,000.00

Rp.

11,700.00

3

Pasir Pasang Pekerja Mandor

@Rp @Rp @Rp Jumlah Dibulatkan

110,000.00 42,500.00 57,500.00

Rp. Rp. Rp. Rp. Rp.

1,100.00 42,500.00 2,875.00 75,425.00 75,425.00


42,500.00 57,500.00

Rp. Rp. Rp. Rp.

283,347.50 19,147.50 302,495.00 302,495.00


42,500.00 57,500.00

Rp. Rp. Rp. Rp.

283,347.50 19,147.50 302,495.00 302,495.00


42,500.00 57,500.00

Rp. Rp. Rp. Rp.

31,875.00 1,437.50 33,312.50 33,312.00


42,500.00 57,500.00

Rp. Rp. Rp. Rp.

38,250.00 2,587.50 40,837.50 40,837.00


42,500.00 57,500.00

Rp. Rp. Rp. Rp.

44,625.00 3,852.50 48,477.50 48,477.00


42,500.00 57,500.00

Rp. Rp. Rp. Rp.

10,625.00 479.17 11,104.17 11,104.00

0.150

M

0.090

M

0.010 1.000 0.050

M OH OH

RSNI T-12-2002-B13 3

1 M Bongkaran Beton Bertulang 6.667 OH Pekerja 0.333 OH Mandor

RSNI T-12-2002-B14 3

1 M Bongkaran Dinding Tembok Bata Merah 6.667 OH Pekerja 0.333 OH Mandor

II. PEKERJAAN TANAH SNI DT-91-0006-2007-6.1 3

1 M Galian tanah biasa sedalam 1 m 0.750 OH Pekerja 0.025 OH Mandor

SNI DT-91-0006-2007-6.2 3


SNI DT-91-0006-2007-6.3 3


SNI DT-91-0006-2007-6.9 3

1 M Urugan Tanah Kembali 0.250 OH 0.008 OH

Pekerja Mandor

SNI DT-91-0006-2007-6.10 3

1 M Pemadatan Tanah 0.500 0.050

OH OH

Pekerja Mandor


42,500.00 57,500.00

Rp. Rp. Rp. Rp.

21,250.00 2,875.00 24,125.00 24,125.00

Pasir Urug Pekerja Mandor


80,000.00 42,500.00 57,500.00

Rp. Rp. Rp. Rp. Rp.

96,000.00 12,750.00 575.00 109,325.00 109,325.00

Tanah urug Pekerja Mandor


60,000.00 42,500.00 57,500.00

Rp. Rp. Rp. Rp. Rp.

72,000.00 12,750.00 575.00 85,325.00 85,325.00

SNI DT-91-0006-2007-6.11 3

1 M Mengurug Pasir Urug 1.200 0.300 0.010

3

M OH OH

SNI DT-91-0006-2007-6.16 3

1 M Mengurug Tanah Timbun 1.200 0.300 0.010

3

M OH OH

III. PEKERJAAN PONDASI SNI DT-91-0007-2007-6.9 3

1 M Pasangan Batu Kosong (aanstamping) 3

Batu Kali

@Rp

120,000.00

Rp.

144,000.00

3

Pasir Urug Pekerja Tukang Kepala Tukang Mandor

@Rp @Rp @Rp @Rp @Rp Jumlah Dibulatkan

80,000.00 42,500.00 52,500.00 60,000.00 57,500.00

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

34,560.00 33,150.00 20,475.00 2,340.00 2,242.50 236,767.50 236,768.00

1.200

M

0.432 0.780 0.390 0.039 0.039

M OH OH OH OH

SNI DT-91-0007-2007-6.2 1 M3 Pasangan Batu Kali 1 PC : 4 PS M

1.200 0.520 163.000 1.500 0.600 0.060 0.075

3

Batu Kali

@Rp

120,000.00

Rp.

144,000.00

3

Pasir Pasang Semen Portland Pekerja Tukang Kepala Tukang Mandor


110,000.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


57,200.00 203,750.00 63,750.00 31,500.00 3,600.00 4,312.50 508,112.50 508,113.00

M Kg Org Org Org Org

SNI DT-91-0007-2007-6.10 3

1 M Pondasi Beton Cyclopen 1 : 2 : 3 + 40% Batu Belah 0.312

M

3

Pasir Beton

@Rp

115,000.00

Rp.

35,880.00

0.480

M

3

Batu Belah 15 cm/20 cm

@Rp

115,000.00

Rp.

55,200.00

3

Kerikil Beton Semen Portland Pekerja Tukang Kepala Tukang Mandor


125,000.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


58,500.00 242,500.00 127,500.00 44,625.00 5,100.00 8,625.00 577,930.00 577,930.00

0.468 194.000 3.000 0.850 0.085 0.150


SNI DT-91-0007-2007-6.11a 3

1 M Pondasi Sumuran diameter 100 cm 0.450

M

3


@Rp

115,000.00

Rp.

51,750.00

0.312

M

3

Pasir Beton

@Rp

115,000.00

Rp.

35,880.00

3



125,000.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


58,500.00 242,500.00 101,150.00 15,750.00 1,800.00 4,600.00 511,930.00 511,930.00

0.468 194.000 2.380 0.300 0.030 0.080


SNI DT-91-0007-2007-6.11b 3

1 M Pondasi Sumuran diameter 60 cm 0.27

M

3


@Rp

115,000.00

Rp.

31,050.00

0.1872

M

3

Pasir Beton

@Rp

115,000.00

Rp.

21,528.00

0.2808 116.4 1.428 0.18 0.018 0.048


3



125,000.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


35,100.00 145,500.00 60,690.00 9,450.00 1,080.00 2,760.00 307,158.00 307,158.00

IV. PEKERJAAN BETON SNI DT-91-0008-2007-6.1 3

1M

Beton mutu f'c = 7,4 Mpa (K100), slump (12 ± 2) cm, w/c = 0,87 869.000 Kg Pasir Beton 999.000 Kg Kerikil Beton 247.000 Kg Semen Portland 215.000 Liter Air 1.650 OH Pekerja 0.275 OH Tukang 0.028 OH Kepala Tukang 0.083 OH Mandor

@Rp @Rp @Rp @Rp @Rp @Rp @Rp @Rp Jumlah Dibulatkan

82.14 92.59 1,250.00 75.00 42,500.00 52,500.00 60,000.00 57,500.00

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

71,382.14 92,500.00 308,750.00 16,125.00 70,125.00 14,437.50 1,680.00 4,772.50 579,772.14 579,772.00


82.14 92.59 1,250.00 75.00 42,500.00 52,500.00 60,000.00 57,500.00


62,428.57 95,277.78 407,500.00 16,125.00 70,125.00 14,437.50 1,680.00 4,772.50 672,346.35 672,346.00


82.14 92.59 1,250.00 75.00 42,500.00 52,500.00 60,000.00 57,500.00


56,842.86 96,203.70 480,000.00 16,125.00 70,125.00 14,437.50 1,680.00 4,772.50 740,186.56 740,187.00


82.14 92.59 1,250.00 75.00 42,500.00 52,500.00 60,000.00 57,500.00


56,185.71 95,000.00 507,500.00 16,125.00 70,125.00 14,437.50 1,680.00 4,772.50 765,825.71 765,826.00

SNI DT-91-0008-2007-6.5 3

1M

Beton mutu f'c = 14,5 Mpa (K175), slump (12 ± 2) cm, w/c = 0,68 760.000 Kg Pasir Beton 1,029.000 Kg Kerikil Beton (Maximum 30 mm) 326.000 Kg Semen Portland 215.000 Liter Air 1.650 OH Pekerja 0.275 OH Tukang 0.028 OH Kepala Tukang 0.083 OH Mandor

SNI DT-91-0008-2007-6.8 3

1M

Beton mutu f'c = 21,7 Mpa (K250), slump (12 ± 2) cm, w/c = 0,56 692.000 Kg Pasir Beton 1,039.000 Kg Kerikil Beton (Maximum 30 mm) 384.000 Kg Semen Portland 215.000 Liter Air 1.650 OH Pekerja 0.275 OH Tukang 0.028 OH Kepala Tukang 0.083 OH Mandor

SNI DT-91-0008-2007-6.9 3

1M

Beton mutu f'c = 24 Mpa (K275), slump (12 ± 2) cm, w/c = 0,53 684.000 Kg Pasir Beton 1,026.000 Kg Kerikil Beton (Maximum 30 mm) 406.000 Kg Semen Portland 215.000 Liter Air 1.650 OH Pekerja 0.275 OH Tukang 0.028 OH Kepala Tukang 0.083 OH Mandor

SNI DT-91-0008-2007-6.17 1 Kg Besi Polos 1.050 Kg 0.015 Kg 0.007 OH 0.007 OH 0.0007 OH 0.0004 OH

Besi beton Polos Kawat beton Pekerja Tukang Kepala Tukang Mandor


11,500.00 19,500.00 42,500.00 52,500.00 60,000.00 57,500.00


12,075.00 282.75 297.50 367.50 42.00 23.00 13,087.75 13,088.00

SNI DT-91-0008-2007-6.18 1 Kg Besi Ulir 1.050 Kg 0.015 Kg 0.007 OH 0.007 OH 0.0007 OH 0.0004 OH

Besi beton Ulir Kawat beton Pekerja Tukang Kepala Tukang Mandor


26,000.00 19,500.00 42,500.00 52,500.00 60,000.00 57,500.00


27,300.00 292.50 297.50 367.50 42.00 23.00 28,322.50 28,323.00

Kayu Kelas III Paku 5 cm - 10 cm Minyak bekisting Pekerja Tukang Kepala Tukang Mandor

@Rp @Rp @Rp @Rp @Rp @Rp @Rp Jumlah

3,000,000.00 15,000.00 17,500.00 42,500.00 52,500.00 60,000.00 57,500.00


120,000.00 4,500.00 1,750.00 22,100.00 13,650.00 1,560.00 1,495.00 165,055.00 82,527.50 82,528.00

SNI DT-91-0008-2007-6.20 2

1 M Bekisting untuk Pondasi 0.040 0.300 0.100 0.520 0.260 0.026 0.026

3

M Kg Liter OH OH OH OH

Digunakan 2 kali Pakai Dibulatkan

SNI DT-91-0008-2007-6.21 2

1 M Bekisting untuk Sloof 0.045 0.300 0.100 0.520 0.260 0.026 0.026

3

M Kg Liter OH OH OH OH

Kayu Kelas III Paku 5 cm - 10 cm Minyak bekisting Pekerja Tukang Kepala Tukang Mandor


3,000,000.00 15,000.00 17,500.00 42,500.00 52,500.00 60,000.00 57,500.00


135,000.00 4,500.00 1,750.00 22,100.00 13,650.00 1,560.00 1,495.00 180,055.00 90,027.50 90,028.00

Digunakan 2 Kali Pakai Dibulatkan SNI DT-91-0008-2007-6.22 2

1 M Bekisting untuk Kolom 3

Kayu Kelas III Paku 5 cm - 12 cm Minyak bekisting

@Rp @Rp @Rp

3,000,000.00 15,000.00 17,500.00

Rp. Rp. Rp.

120,000.00 6,000.00 3,500.00

3

Balok Kayu Kelas II Plywood Tebal 9 mm Dolken Kayu ø 8-10 panjang 4 m Pekerja Tukang Kepala Tukang Mandor


3,500,000.00 180,000.00 4,500.00 42,500.00 52,500.00 60,000.00 57,500.00


52,500.00 63,000.00 9,000.00 28,050.00 17,325.00 1,980.00 1,897.50 303,252.50 151,626.25 151,626.00

0.040 0.400 0.200

M Kg Liter

0.015 0.350 2.000 0.660 0.330 0.033 0.033

M Lembar Batang OH OH OH OH

Digunakan 2 x Dibulatkan SNI DT-91-0008-2007-6.23 2

Memasang M Bekisting untuk Balok 3


@Rp @Rp @Rp

3,000,000.00 15,000.00 17,500.00

Rp. Rp. Rp.

60,000.00 6,000.00 3,500.00

3

Balok Kayu Kelas II Plywood Tebal 9 mm Pekerja Tukang Kepala Tukang Mandor

@Rp @Rp @Rp @Rp @Rp @Rp Jumlah

3,500,000.00 180,000.00 42,500.00 52,500.00 60,000.00 57,500.00

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

38,500.00 63,000.00 28,050.00 17,325.00 1,980.00 1,897.50 220,252.50 110,126.25 110,126.00

0.020 0.400 0.200

M Kg Liter

0.011 0.350 0.660 0.330 0.033 0.033

M Lembar OH OH OH OH

Digunakan 2 x Dibulatkan SNI DT-91-0008-2007-6.24 2

Memasang 1 M Bekisting untuk Lantai 3


@Rp @Rp @Rp

3,000,000.00 15,000.00 17,500.00

Rp. Rp. Rp.

120,000.00 6,000.00 3,500.00

3

Balok Kayu Kelas II Plywood Tebal 9 mm Dolken Kayu ø 8-10 panjang 4 m Pekerja Tukang Kepala Tukang Mandor

@Rp @Rp @Rp @Rp @Rp @Rp @Rp Jumlah Dibulatkan

3,500,000.00 180,000.00 4,500.00 42,500.00 52,500.00 60,000.00 57,500.00


52,500.00 63,000.00 27,000.00 28,050.00 17,325.00 1,980.00 1,897.50 321,252.50 321,253.00

Kayu Kelas III Paku 5 cm - 12 cm Minyak bekisting Balok Kayu Kelas II Plywood Tebal 9 mm Dolken Kayu ø 8-10 panjang 4 m Pekerja Tukang Kepala Tukang Mandor

@Rp @Rp @Rp @Rp @Rp @Rp @Rp @Rp @Rp @Rp Jumlah Dibulatkan

3,000,000.00 15,000.00 17,500.00 3,500,000.00 180,000.00 4,500.00 42,500.00 52,500.00 60,000.00 57,500.00

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

90,000.00 6,000.00 2,625.00 52,500.00 63,000.00 9,000.00 28,050.00 17,325.00 1,980.00 1,897.50 272,377.50 272,378.00

Membongkar dan Menyiram Beton

@Rp Jumlah

42,500.00

Rp. Rp.

42,500.00 42,500.00


740,187.00 13,088.00 28,323.00 82,528.00 42,500.00


740,187.00 759,104.00 0.00 866,544.00 42,500.00 2,408,335.00 2,408,335.00

0.040 0.400 0.200

M Kg Liter

0.015 0.350 6.000 0.660 0.330 0.033 0.033

M Lembar Batang OH OH OH OH

SNI DT-91-0008-2007-6.26 2

Memasang 1 M Bekisting untuk Tangga 0.030 0.400 0.150 0.015 0.350 2.000 0.660 0.330 0.033 0.033

Pekerjaan Lain-lain 1.0000

3

M Kg Liter M3 Lembar Batang OH OH OH OH

Ls

REKAPITULASI PEKERJAAN BETON Suplemen 1 Beton Bertulang Cincin Sumuran 1.000 58.000 0.000 10.500 1.000

3

M Kg Kg M2 Ls

SNI DT-91-0008-2007-6.8 SNI DT-91-0008-2007-6.17 SNI DT-91-0008-2007-6.18 SNI DT-91-0008-2007-6.20 Pekerjaan Lain-lain

Suplemen 2 3

1 M Beton Bertulang Pondasi Tapak 1.000 105.190 0.000 2.800 1.000

3

M Kg Kg M2 Ls



740,187.00 13,088.00 28,323.00 82,528.00 42,500.00


740,187.00 1,376,720.18 0.00 231,078.40 42,500.00 2,390,485.58 2,390,486.00


740,187.00 13,088.00 28,323.00 90,028.00 42,500.00


740,187.00 1,902,668.00 0.00 600,216.68 42,500.00 3,285,571.68 3,285,572.00


740,187.00 13,088.00 28,323.00 90,028.00 42,500.00


740,187.00 1,685,786.75 0.00 300,090.33 42,500.00 2,768,564.08 2,768,564.00


740,187.00 13,088.00 28,323.00 90,028.00 42,500.00


740,187.00 1,699,162.69 0.00 500,015.51 42,500.00 2,981,865.20 2,981,865.00


740,187.00 13,088.00 28,323.00 90,028.00 42,500.00


740,187.00 1,538,376.61 0.00 450,140.00 42,500.00 2,771,203.61 2,771,204.00


740,187.00 13,088.00 28,323.00 90,028.00 42,500.00


740,187.00 1,537,792.01 0.00 900,280.00 42,500.00 3,220,759.01 3,220,759.00


740,187.00 13,088.00 28,323.00 90,028.00 42,500.00


2,368,598.40 859,773.62 0.00 618,942.50 42,500.00 3,889,814.52 3,889,815.00


740,187.00 13,088.00 28,323.00 151,626.00 42,500.00


740,187.00 2,493,996.93 0.00 933,106.40 42,500.00 4,209,790.33 4,209,790.00


740,187.00 13,088.00 28,323.00 151,626.00 42,500.00


740,187.00 1,361,152.00 0.00 955,243.80 42,500.00 3,099,082.80 3,099,083.00

Suplemen 3 3

1 M Sloof Beton Bertulang Ukuran 20 x 20 cm 1.000 145.375 0.000 6.667 1.000

3

M Kg Kg M2 Ls


Suplemen 3a 3


3

M Kg Kg M2 Ls


Suplemen 3b 3


3

M Kg Kg M2 Ls


Suplemen 3b 3


3

M Kg Kg M2 Ls


Suplemen 3c 3


3

M Kg Kg M2 Ls


Suplemen 3d 3


3

M Kg Kg M2 Ls


Suplemen 4 3

1 M Kolom Beton Bertulang Ukuran 13 x 13 cm 1.000 190.556 0.000 6.154 1.000

3

M Kg Kg M2 Ls


Suplemen 5 3


3

M Kg Kg M2 Ls


Suplemen 5a 3


3

M Kg Kg M2 Ls



740,187.00 13,088.00 28,323.00 151,626.00 42,500.00


740,187.00 1,378,114.05 0.00 1,600,488.24 42,500.00 3,761,289.29 3,761,289.00


740,187.00 13,088.00 28,323.00 151,626.00 42,500.00


740,187.00 1,321,914.18 0.00 1,516,260.00 42,500.00 3,620,861.18 3,620,861.00



740,187.00 13,088.00 28,323.00 151,626.00 42,500.00


740,187.00 1,963,200.00 0.00 909,756.00 42,500.00 3,655,643.00 3,655,643.00



740,187.00 13,088.00 28,323.00 110,126.00 42,500.00


740,187.00 1,570,560.00 0.00 931,665.96 42,500.00 3,284,912.96 3,284,913.00



740,187.00 13,088.00 28,323.00 321,253.00 42,500.00


740,187.00 2,224,960.00 0.00 2,677,097.62 42,500.00 5,684,744.62 5,684,745.00


740,187.00 13,088.00 28,323.00 110,126.00 42,500.00


740,187.00 1,991,653.31 0.00 735,091.05 42,500.00 3,509,431.36 3,509,431.00


740,187.00 13,088.00 28,323.00 110,126.00 42,500.00


740,187.00 1,949,117.31 0.00 611,749.93 42,500.00 3,343,554.24 3,343,554.00


740,187.00 13,088.00 28,323.00 110,126.00 42,500.00


740,187.00 2,493,996.93 0.00 847,089.19 42,500.00 4,123,773.12 4,123,773.00


740,187.00 13,088.00 28,323.00 110,126.00 42,500.00


740,187.00 2,185,735.26 0.00 847,089.19 42,500.00 3,815,511.46 3,815,511.00

Suplemen 6 3


3

M Kg Kg M2 Ls


Suplemen 6a 3


3

M Kg Kg M2 Ls

Suplemen 7 3

1 M Balok ukuran 13 x 20 cm 1.000 120.000 0.000 8.460 1.000

3

M Kg Kg M2 Ls

Suplemen 8 3

1 M Plat Lantai tebal 12 cm 1.000 170.000 0.000 8.333 1.000

3

M Kg Kg M2 Ls

Suplemen 9 3

1 M Ring Balok ukuran 15 x 15 cm 1.000 152.174 0.000 6.675 1.000

3

M Kg Kg M2 Ls


Suplemen 9a 3

1 M Ring Balok ukuran 18 x 20 cm 1.000 148.924 0.000 5.555 1.000

3

M Kg Kg M2 Ls


Suplemen 10 3

1 M Balok Latai ukuran 13 x 13 cm 1.000 190.556 0.000 7.692 1.000

3

M Kg Kg M2 Ls


Suplemen 10a 3

1 M Balok Latai ukuran 13 x 15 cm 1.000 167.003 0.000 7.692 1.000

3

M Kg Kg M2 Ls


Suplemen 11 3

1 M Meja Lab 1.000 140.000 0.000 10.000 1.000

3

M Kg Kg M2 Ls



740,187.00 13,088.00 28,323.00 321,253.00 42,500.00


740,187.00 1,832,320.00 0.00 3,212,530.00 42,500.00 5,827,537.00 5,827,537.00


740,187.00 13,088.00 28,323.00 151,626.00 42,500.00


740,187.00 2,394,318.72 0.00 1,457,626.23 42,500.00 4,634,631.95 4,634,632.00


110,000.00 500.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


10,230.00 70,000.00 33,187.50 25,500.00 10,500.00 1,200.00 1,725.00 152,342.50 152,343.00


110,000.00 500.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


4,180.00 35,000.00 23,687.50 12,750.00 5,250.00 600.00 862.50 82,330.00 82,330.00


110,000.00 500.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


4,730.00 35,000.00 14,375.00 12,750.00 5,250.00 600.00 862.50 73,567.50 73,568.00


110,000.00 500.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


3,520.00 12,500.00 17,500.00 12,750.00 5,250.00 600.00 862.50 52,982.50 52,983.00


110,000.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


2,200.00 12,780.00 8,500.00 7,875.00 900.00 575.00 32,830.00 32,830.00


110,000.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


2,530.00 9,720.00 8,500.00 7,875.00 900.00 575.00 30,100.00 30,100.00

Suplemen 12 3


3

M Kg Kg M2 Ls


V. PEKERJAAN DINDING SNI DT-91-0009-2007-6.3 1 M2 Pasangan bata merah tebal 1 bata adukan 1PC:4 PP 0.093 140.000 26.550 0.600 0.200 0.020 0.030

3

M Buah Kg OH OH OH OH

Pasir Pasang Batu Bata Semen Portland Pekerja Tukang Kepala Tukang Mandor

SNI DT-91-0009-2007-6.7 1 M2 Pasangan bata merah tebal 1/2 bata adukan 1PC : 2 PP 0.038 70.000 18.950 0.300 0.100 0.010 0.015

3



SNI DT-91-0009-2007-6.9 1 M2 Pasangan bata merah tebal 1/2 bata adukan 1PC : 4 PP 0.043 70.000 11.500 0.300 0.100 0.010 0.015

3



SNI DT-91-0009-2007-6.22 2

1 M Pasangan dinding roster/terawang campuran 1 PC : 3 PP 0.032 25.000 14.000 0.300 0.100 0.010 0.015

3


Pasir Pasang Roster/terawang Semen Portland Pekerja Tukang Kepala Tukang Mandor

VI. PEKERJAAN PLESTERAN SNI DT-91-0010-2007-6.2 2

Memasang 1 M Plesteran 1 PC : 2 PP : tebal 15 mm 0.020 10.224 0.200 0.150 0.015 0.010

3

M Kg OH OH OH OH


SNI DT-91-0010-2007-6.3 2

Memasang 1 M Plesteran Beton 1 PC : 3 PP, tebal 15 mm 0.023 7.776 0.200 0.150 0.015 0.010

3

M Kg OH OH OH OH


SNI DT-91-0010-2007-6.4 Memasang 1 M2 Plesteran 1 PC : 4 PP : tebal 15 mm 3

M Kg OH OH OH OH



110,000.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


2,640.00 7,800.00 8,500.00 7,875.00 900.00 575.00 28,290.00 28,290.00

SNI DT-91-0010-2007-6.27 Memasang 1 M2 Acian 3.250 Kg 0.150 OH 0.100 OH 0.010 OH 0.008 OH

Semen Portland Pekerja Tukang Kepala Tukang Mandor


1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


4,062.50 6,375.00 5,250.00 600.00 460.00 16,747.50 16,748.00


4,950,000.00 27,000.00 15,000.00 42,500.00 52,500.00 60,000.00 57,500.00


5,445,000.00 27,000.00 18,750.00 255,000.00 1,050,000.00 120,000.00 17,250.00 6,933,000.00 6,933,000.00


4,950,000.00 27,000.00 42,500.00 52,500.00 60,000.00 57,500.00


198,000.00 13,500.00 42,500.00 131,250.00 15,000.00 2,875.00 403,125.00 403,125.00


4,950,000.00 15,000.00 42,500.00 52,500.00 60,000.00 57,500.00


118,800.00 4,500.00 34,000.00 105,000.00 12,000.00 2,300.00 276,600.00 276,600.00


4,950,000.00 15,000.00 42,500.00 52,500.00 60,000.00 57,500.00


297,000.00 2,250.00 21,250.00 105,000.00 12,000.00 1,437.50 438,937.50 438,938.00


3,750,000.00 15,000.00 42,500.00 52,500.00 60,000.00 57,500.00


41,250.00 3,000.00 6,375.00 13,125.00 1,500.00 4,312.50 69,562.50 69,563.00


4,950,000.00 15,000.00 42,500.00 52,500.00 60,000.00 57,500.00


54,450.00 750.00 4,250.00 10,500.00 1,200.00 287.50 71,437.50 71,438.00

0.024 6.240 0.200 0.150 0.015 0.010

VII. PEKERJAAN KAYU SNI DT-91-0011-2007-6.1 3

Membuat dan Memasang 1 M Kusen Pintu dan Jendela Kayu 1.100 1.000 1.250 6.000 20.000 2.000 0.300

3

M Kg Kg OH OH OH OH

Balok Kayu Kelas I Lem Kayu Paku Biasa 10 Cm Pekerja Tukang Kepala Tukang Mandor

SNI DT-91-0011-2007-6.5 2

Membuat dan Memasang 1 M Daun Pintu Panel kayu kelas I, atau II 0.040 0.500 1.000 2.500 0.250 0.050

3

M Kg OH OH OH OH

Papan Kayu Lem Kayu Pekerja Tukang Kepala Tukang Mandor

SNI DT-91-0011-2007-6.6 2

Membuat dan memasang 1 m pintu dan jendela kaca, kayu kelas II 0.024 0.300 0.800 2.000 0.200 0.040

3

M Kg OH OH OH OH

Papan Kayu Paku 5 cm - 7 cm Pekerja Tukang Kepala Tukang Mandor

SNI DT-91-0011-2007-6.10 2

Memasang 1 M Jalusi Kusen Kayu 0.060 0.150 0.500 2.000 0.200 0.025

3

M Kg OH OH OH OH

Papan Kayu Kelas I Paku Biasa 1 - 2,5 cm Pekerja Tukang Kepala Tukang Mandor

SNI DT-91-0011-2007-6.19 3

Memasang 1 M Rangka langit-langit 0.011 0.200 0.150 0.250 0.025 0.075

3

M Kg OH OH OH OH

Kaso-kaso Paku Biasa 7 - 10 Cm Pekerja Tukang Kepala Tukang Mandor

SNI DT-91-0011-2007-6.22 Memasang 1 M' Lisplank ukuran 3 x 30 cm 0.011 0.050 0.100 0.200 0.020 0.005

3

M Kg OH OH OH OH

Papan Kayu Kelas I Paku Biasa 5 dan 7 Cm Pekerja Tukang Kepala Tukang Mandor

VIII. PEKERJAAN PENUTUP LANTAI DAN DINDING SNI DT-91-0012-2007-6.36 2

Memasang 1 M Lantai Keramik Ukuran 20 x 20 cm unpolished 0.045 25.000 10.400 1.620 0.620 0.350 0.035 0.030

3

M Buah Kg Kg OH OH OH OH

Pasir Pasang Keramik 20 x 20 cm unpolished Semen Portland Semen Warna Pekerja Tukang Kepala Tukang Mandor


110,000.00 1,700.00 1,250.00 2,347.50 42,500.00 52,500.00 60,000.00 57,500.00


4,950.00 42,500.00 13,000.00 3,802.95 26,350.00 18,375.00 2,100.00 1,725.00 112,802.95 112,803.00


110,000.00 1,700.00 1,250.00 2,347.50 42,500.00 52,500.00 60,000.00 57,500.00


1,980.00 45,050.00 11,625.00 4,554.15 25,500.00 23,625.00 2,700.00 1,725.00 116,759.15 116,759.00


110,000.00 8,000.00 1,250.00 2,347.50 42,500.00 52,500.00 60,000.00 57,500.00


4,950.00 50,000.00 12,500.00 3,521.25 26,350.00 18,375.00 2,100.00 1,725.00 119,521.25 119,521.00


110,000.00 8,500.00 1,250.00 2,347.50 42,500.00 52,500.00 60,000.00 57,500.00


4,950.00 53,125.00 12,500.00 3,521.25 26,350.00 18,375.00 2,100.00 1,725.00 122,646.25 122,646.00


110,000.00 2,000.00 1,250.00 2,347.50 42,500.00 52,500.00 60,000.00 57,500.00


1,980.00 40,000.00 11,625.00 4,554.15 25,500.00 23,625.00 2,700.00 1,725.00 111,709.15 111,709.00

SNI DT-91-0012-2007-6.54 2

1 M Dinding Keramik 20 x 20 cm 0.018 26.500 9.300 1.940 0.600 0.450 0.045 0.030

3

M Buah kg kg OH OH OH OH

Pasir Pasang keramik 20 x 20 cm Semen Portland @ 40 Kg Semen Warna Pekerja Tukang Kepala Tukang Mandor

SNI DT-91-0012-2007-6.64 2

Memasang 1 M Lantai Keramik 40 x 40 cm polished 0.045 M3 Pasir Pasang 6.250 Buah Keramik 40 x 40 cm polished 10.000 Kg Semen Portland 1.500 Kg Semen Warna 0.620 OH Pekerja 0.350 OH Tukang 0.035 OH Kepala Tukang 0.030 OH Mandor

SNI DT-91-0012-2007-6.65 2

Memasang 1 M Lantai Keramik 40 x 40 cm unpolished 0.045 M3 Pasir Pasang 6.250 Buah Keramik 40 x 40 cm unpolished 10.000 Kg Semen Portland 1.500 Kg Semen Warna 0.620 OH Pekerja 0.350 OH Tukang 0.035 OH Kepala Tukang 0.030 OH Mandor

SNI DT-91-0012-2007-6.66 2

Memasang 1 M Dinding 0.018 20.000 9.300 1.940 0.600 0.450 0.045 0.030

Keramik 20 x 25 cm M3 Pasir Pasang Buah Keramik 20 x 25 cm Kg Semen Portland @ 40 Kg Kg Semen Warna OH Pekerja OH Tukang OH Kepala Tukang OH Mandor

IX. PEKERJAAN LANGIT-LANGIT SNI DT 91-0013-2007-6.1 2

Memasang 1 M Langit-la ngit Asbes semen tebal 4 mm 0.010 Kg Paku tripleks 1.100 0.030 0.070 0.007 0.002

2

M OH OH OH OH

Asbes Semen Pekerja Tukang Kepala Tukang Mandor

@Rp

15,000.00

Rp.

150.00


15,000.00 42,500.00 52,500.00 60,000.00 57,500.00


16,500.00 1,275.00 3,675.00 420.00 115.00 22,135.00 22,135.00

@Rp

15,000.00

Rp.

225.00


3,750,000.00 42,500.00 52,500.00 60,000.00 57,500.00


56,250.00 34,000.00 42,000.00 4,800.00 1,725.00 139,000.00 139,000.00

SNI DT 91-0013-2007-6.6 2

Memasang 1 M Langit-langit Lambrizering kayu, tebal 9 mm 0.015 Kg Paku tripleks 0.015 0.800 0.800 0.080 0.030

3

M OH OH OH OH

Kayu Papan Pekerja Tukang Kepala Tukang Mandor

X. PEKERJAAN BESI DAN ALUMINIUM SNI DT 91-0014-2007-6.20 2

1 M Rangka Kuda-kuda Aluzing 55 % Aluminium untuk Metal 4.2600 M' Profil C 75.75 4.9300 M' Reng U 0.5 14.0000 Buah Baut Truss 11.0000 Buah Baut Reng 0.1400 OH Pekerja 0.4000 OH Tukang 0.0400 OH Kepala Tukang 0.0700 OH Mandor


13,000.00 9,250.00 4,250.00 4,250.00 42,500.00 52,500.00 60,000.00 57,500.00


55,380.00 45,602.50 59,500.00 46,750.00 5,950.00 21,000.00 2,400.00 4,025.00 240,607.50 240,608.00

XI. PEKERJAAN PENUTUP ATAP SNI 03-3436-1994-6.1 2

1 M Atap Genteng Metal 1.020 Lbr 9.000 Buah 0.200 OH 0.100 OH 0.010 OH 0.001 OH

Genteng Metal Screw Pekerja Tukang Kepala Tukang Mandor


58,000.00 300.00 42,500.00 52,500.00 60,000.00 57,500.00


59,160.00 2,700.00 8,500.00 5,250.00 600.00 57.50 76,267.50 76,268.00

SNI 03-3436-1994-6.2 1 M' Nok Genteng Metal 1.100 Lembar 9.000 Buah 0.250 OH 0.150 OH 0.015 OH 0.013 OH

Rabung Genteng Metal Screw Pekerja Tukang Kepala Tukang Mandor


30,000.00 300.00 42,500.00 52,500.00 60,000.00 57,500.00


33,000.00 2,700.00 10,625.00 7,875.00 900.00 747.50 55,847.50 55,848.00

1 M Atap Seng Gelombang 0.700 Lembar 0.020 Kg 0.120 OH 0.060 OH 0.006 OH 0.006 OH

Seng Gelombang 3" x 6 " BJLs 28 Paku Seng Pekerja Tukang Kepala Tukang Mandor


58,000.00 300.00 42,500.00 52,500.00 60,000.00 57,500.00


40,600.00 6.00 5,100.00 3,150.00 360.00 345.00 49,561.00 49,561.00

SNI 03-3436-1994-6.4 1 M' Nok Atap Seng 0.300 0.040 0.015 0.070 0.008 0.006

Seng Plat 3" x 6" BJLs 28 Paku Seng Pekerja Tukang Kepala Tukang Mandor


30,000.00 300.00 42,500.00 52,500.00 60,000.00 57,500.00


9,000.00 12.00 637.50 3,675.00 480.00 345.00 14,149.50 14,150.00

SNI 03-3436-1994-6.3 2

Lembar Kg OH OH OH OH

XII. PEKERJAAN SANITASI RSNI T-15-2002-B.2 1 Buah Kloset Jongkok Porselen 1.000 Buah 0.010 6.000 1.000 1.500 1.500 0.160

3

M Kg OH OH OH OH

RSNI T-15-2002-B.4 Memasang 1 Buah Urinoir 1.000 Buah 25.000 % 0.010 6.000 1.000 1.000 0.100 0.100

3

M Kg OH OH OH OH

Kloset Jongkok Porselen

@Rp

125,000.00

Rp.

125,000.00



110,000.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


1,100.00 7,500.00 42,500.00 78,750.00 90,000.00 9,200.00 354,050.00 354,050.00

Urinoir Perlengkapan dari harga kloset

@Rp @Rp

1,032,900.00 258,225.00

Rp. Rp.

1,032,900.00 64,556.25



110,000.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


1,100.00 7,500.00 42,500.00 52,500.00 6,000.00 5,750.00 1,212,806.25 1,212,806.00

RSNI T-15-2002-B.5 Memasang 1 Buah Wastafel 1.000 Buah 10.000 % 0.010 6.000 1.200 1.450 0.150 0.100

3

M Kg OH OH OH OH

Wastafel Perlengkapan dari harga Wastafel

@Rp @Rp

704,250.00 70,425.00

Rp. Rp.

704,250.00 7,042.50



110,000.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


1,100.00 7,500.00 51,000.00 76,125.00 9,000.00 5,750.00 861,767.50 861,768.00

RSNI T-15-2002-B.8 1 Buah Bak Mandi Batu Bata 0,3 M3 di La pisi Keramik 200.000 Buah Batu Bata 0.300 120.000 110.000 6.000 6.000 3.000 0.300 0.300

3

M Kg Buah Kg OH OH OH OH

Pasir Pasang Semen Portland Keramik uk. 20 x 20 cm' Semen Warna Pekerja Tukang Kepala Tukang Mandor

RSNI T-15-2002-B.18 Memasang 1 Buah Bak Kontrol Batu Bata ukuran 60 x 60 cm, t = 65 cm 108.000 Buah Batu Bata

@Rp

500.00

Rp.

100,000.00


110,000.00 1,250.00 1,700.00 2,347.50 42,500.00 52,500.00 60,000.00 57,500.00


33,000.00 150,000.00 187,000.00 14,085.00 255,000.00 157,500.00 18,000.00 17,250.00 931,835.00 931,835.00

@Rp

500.00

Rp.

54,000.00

3

Batu Koral Besi Beton

@Rp @Rp

125,000.00 13,088.00

Rp. Rp.

4,125.00 63,476.80

3

Pasir Beton Semen Portland Pekerja Tukang Kepala Tukang Mandor


110,000.00 1,250.00 42,500.00 52,500.00 60,000.00 57,500.00


13,200.00 142,500.00 91,800.00 37,800.00 4,320.00 6,210.00 417,431.80 417,432.00


70,000.00 24,500.00 42,500.00 52,500.00 60,000.00 57,500.00


84,000.00 8,575.00 2,295.00 4,725.00 540.00 1,552.50 101,687.50 101,688.00


5,833.33 2,041.67 42,500.00 52,500.00 60,000.00 57,500.00


7,000.00 714.58 1,530.00 3,150.00 360.00 103.50 12,858.08 12,858.00


4,166.67 1,041.67 42,500.00 52,500.00 60,000.00 57,500.00


4,583.33 260.42 1,530.00 3,150.00 360.00 103.50 9,987.25 9,987.00


15,416.67 5,395.83 42,500.00 52,500.00 60,000.00 57,500.00


18,500.00 1,888.54 1,530.00 3,150.00 360.00 103.50 25,532.04 25,532.00


35,000.00 12,250.00 42,500.00 52,500.00 60,000.00 57,500.00


42,000.00 4,287.50 1,530.00 3,150.00 360.00 103.50 51,431.00 51,431.00

0.033 4.850

M Kg

0.120 114.000 2.160 0.720 0.072 0.108

M Kg OH OH OH OH

RSNI T-15-2002-6.19 Memasang 1 M' Pipa Galvanis Ø 1/2" 1.200 M' Pipa Galvanis Ø 1/2" 35.000 % Harga pipa utk Perlengkapan 0.054 OH Pekerja 0.090 OH Tukang 0.009 OH Kepala Tukang 0.027 OH Mandor

RSNI T-15-2002-6.25 Memasang 1 M' Pipa PVC tipe AW Ø 1/2" 1.200 M' Pipa PVC Ø 1/2" 35.000 % Harga pipa utk Perlengkapan 0.036 OH Pekerja 0.060 OH Tukang 0.006 OH Kepala Tukang 0.0018 OH Mandor

RSNI T-15-2002-B.26 Memasang 1 M' Pipa PVC tipe AW Ø 3/4" 1.100 M' Pipa PVC Ø 3/4" 25.000 % Harga pipa utk Perlengkapan 0.036 OH Pekerja 0.060 OH Tukang 0.006 OH Kepala Tukang 0.0018 OH Mandor

RSNI T-15-2002-6.28 Memasang 1 M' Pipa PVC tipe AW Ø 1½" 1.200 M' Pipa PVC 1½" 35.000 % Harga pipa utk Perlengkapan 0.036 OH Pekerja 0.060 OH Tukang 0.006 OH Kepala Tukang 0.0018 OH Mandor

RSNI T-15-2002-6.29 Memasang 1 M' Pipa Galvanis Ø 1.200 M' 35.000 % 0.036 OH 0.060 OH 0.006 OH 0.0018 OH

1½" Pipa Galvanis Ø 1½" Harga pipa utk Perlengkapan Pekerja Tukang Kepala Tukang Mandor

RSNI T-15-2002-B.31 Memasang 1 M' Pipa PVC tipe AW Ø 3" 1.200 M' Pipa PVC tipe AW Ø 3" 30.000 % Harga pipa utk Perlengkapan 0.081 OH Pekerja 0.135 OH Tukang 0.0135 OH Kepala Tukang 0.0041 OH Mandor

RSNI T-15-2002-B.32 Memasang 1 M' Pipa PVC tipe AW Ø 4" 1.200 M' Pipa PVC tipe AW Ø 4" 35.000 % Harga pipa utk Perlengkapan 0.081 OH Pekerja 0.135 OH Tukang 0.0135 OH Kepala Tukang 0.0041 OH Mandor

RSNI T-15-2002-B.35 Memasang 1 Buah Kran Ø ¾" atau Ø ½" 1.000 Buah Kran Air 0.025 Buah Seal Tape 0.010 OH Pekerja 0.100 OH Tukang 0.010 OH Kepala Tukang 0.005 OH Mandor

RSNI T-15-2002-B.36 Memasang 1 Buah Floor Drain 1.000 Buah 0.010 OH 0.100 OH 0.010 OH 0.005 OH

Floor Drain Pekerja Tukang Kepala Tukang Mandor

XIII. PEKERJAAN KUNCI DAN KACA RSNI T-30-200-B.2 1 Buah Kunci Tanam Biasa 1.000 Buah Kunci Tanam Biasa 0.010 OH Pekerja 0.500 OH Tukang 0.010 OH Kepala Tukang 0.005 OH Mandor


23,750.00 7,125.00 42,500.00 52,500.00 60,000.00 57,500.00


28,500.00 2,137.50 3,442.50 7,087.50 810.00 235.75 42,213.25 42,213.00


45,833.33 16,041.67 42,500.00 52,500.00 60,000.00 57,500.00


55,000.00 5,614.58 3,442.50 7,087.50 810.00 235.75 72,190.33 72,190.00


18,000.00 3,500.00 42,500.00 52,500.00 60,000.00 57,500.00


18,000.00 87.50 425.00 5,250.00 600.00 287.50 24,650.00 24,650.00


14,000.00 42,500.00 52,500.00 60,000.00 57,500.00


14,000.00 425.00 5,250.00 600.00 287.50 20,562.50 20,563.00


140,850.00 42,500.00 52,500.00 60,000.00 57,500.00


140,850.00 425.00 26,250.00 600.00 287.50 168,412.50 168,413.00

RSNI T-30-200-B.4 1 Buah Kunci Tanam Silinder 1.000 Buah 0.005 OH 0.500 OH 0.005 OH 0.00025 OH

Kunci Silinder Pekerja Tukang Kepala Tukang Mandor


95,000.00 42,500.00 52,500.00 60,000.00 57,500.00


95,000.00 212.50 26,250.00 300.00 14.38 121,776.88 121,777.00

RSNI T-30-200-B.5 1 Buah Engsel Pintu 1.000 0.015 0.150 0.015 0.00075

Engsel Pintu Pekerja Tukang Kepala Tukang Mandor


17,000.00 42,500.00 52,500.00 60,000.00 57,500.00


17,000.00 637.50 7,875.00 900.00 43.13 26,455.63 26,456.00


11,250.00 42,500.00 52,500.00 60,000.00 57,500.00


11,250.00 425.00 5,250.00 600.00 28.75 17,553.75 17,554.00


18,000.00 42,500.00 52,500.00 60,000.00 57,500.00


18,000.00 637.50 7,875.00 900.00 43.13 27,455.63 27,456.00

Buah OH OH OH OH

RSNI T-30-200-B.6 1 Buah Engsel Jendela Kupu - kupu 1.000 Buah Engsel Jendela 0.010 OH Pekerja 0.100 OH Tukang 0.010 OH Kepala Tukang 0.0005 OH Mandor

RSNI T-30-200-B.9 1 Buah Kait Angin Jendela 1.000 Buah 0.015 OH 0.150 OH 0.015 OH 0.00075 OH

Kait Angin Pekerja Tukang Kepala Tukang Mandor

RSNI T-30-200-B.26 1 Buah Hak Tarikan Jendela 1.000 Buah 0.015 OH 0.150 OH 0.015 OH 0.00075 OH

Tarikan Jendela Pekerja Tukang Kepala Tukang Mandor


17,250.00 42,500.00 52,500.00 60,000.00 57,500.00


17,250.00 637.50 7,875.00 900.00 43.13 26,705.63 26,706.00

RSNI T-30-200-B.25 1 Buah Pacok Jendela 1.000 0.020 0.200 0.020 0.00075

Pacok Jendela Pekerja Tukang Kepala Tukang Mandor


14,000.00 42,500.00 52,500.00 60,000.00 57,500.00


14,000.00 850.00 10,500.00 1,200.00 43.13 26,593.13 26,593.00

RSNI T-30-200-B.12 1 Buah Pegangan pintu double 1.000 Buah 0.050 OH 0.500 OH 0.050 OH 0.0025 OH

Pegangan pintu/Door Holder Pekerja Tukang Kepala Tukang Mandor


112,000.00 42,500.00 52,500.00 60,000.00 57,500.00


112,000.00 2,125.00 26,250.00 3,000.00 143.75 143,518.75 143,519.00

RSNI T-30-200-B.11 1 Buah Slot pintu double 1.000 Buah 0.020 OH 0.200 OH 0.020 OH 0.001 OH

Slot pintu double Pekerja Tukang Kepala Tukang Mandor


101,500.00 42,500.00 52,500.00 60,000.00 57,500.00


101,500.00 850.00 10,500.00 1,200.00 57.50 114,107.50 114,108.00

RSNI T-30-200-B.17 1 M2 Pasang Kaca tebal 5 mm 1.100 M2 0.015 OH 0.150 OH 0.015 OH 0.00075 OH

Kaca tebal 5 mm Pekerja Tukang Kepala Tukang Mandor


100,000.00 42,500.00 52,500.00 60,000.00 57,500.00


110,000.00 637.50 7,875.00 900.00 43.13 119,455.63 119,456.00


22,500.00 22,000.00 11,750.00 38,000.00 42,500.00 52,500.00 60,000.00 57,500.00


4,500.00 3,300.00 1,997.50 9,880.00 2,975.00 472.50 360.00 143.75 23,628.75 23,629.00

Plamir Cat Dasar Cat Tembok Pekerja Tukang Kepala Tukang Mandor


22,000.00 11,750.00 15,500.00 42,500.00 52,500.00 60,000.00 57,500.00


2,200.00 1,175.00 4,030.00 850.00 3,307.50 378.00 143.75 12,084.25 12,084.00

Cat Dasar Cat Tembok Pekerja Tukang Kepala Tukang Mandor


11,750.00 15,500.00 42,500.00 52,500.00 60,000.00 57,500.00


1,410.00 2,790.00 1,190.00 2,205.00 252.00 143.75 7,990.75 7,991.00

Buah OH OH OH OH

XIV. PEKERJAAN PENGECATAN PT. T-38-2000-C-B8 2

1 M Pengecatan Bidang Kayu/Besi 0.200 Kg Cat Meni 0.150 Kg Plamir 0.170 Kg Cat Dasar 0.260 Kg Cat Kayu/Besi 0.070 OH Pekerja 0.009 OH Tukang 0.006 OH Kepala Tukang 0.0025 OH Mandor

PT. T-38-2000-C-B14 2

1 M Pengecatan Tembok Baru 0.100 Kg 0.100 Kg 0.260 Kg 0.020 OH 0.063 OH 0.0063 OH 0.0025 OH

PT. T-38-2000-C15 2

1 M Pengecatan Tembok Lama 0.120 Kg 0.180 Kg 0.028 OH 0.042 OH 0.0042 OH 0.0025 OH

PT. T-38-2000-C16a 1M3 PEKERJAAN RANGKA KAYU Kayu Klas I 0.55 M3 Tukang Kayu 9 OH Kepala Tukang 0.9 OH Pekerja 3 OH Mandor 0.15 OH


4,950,000.00 52,500.00 60,000.00 42,500.00 57,500.00


2,722,500.00 472,500.00 54,000.00 127,500.00 8,625.00 3,385,125.00 3,385,125.00

PT. T-38-2000-C17b 1M3 PEKERJAAN PAPAN LANTAI / DINDING

0.5500 9.0000 0.9000 3.0000 0.1500

M3 OH OH OH OH

Kayu Klas II Tukang Kayu Kepala Tukang Pekerja Mandor


3,750,000.00 52,500.00 60,000.00 42,500.00 57,500.00


#REF! #REF! #REF!

#REF! #REF!

2,062,500.00 472,500.00 54,000.00 127,500.00 8,625.00 2,725,125.00 2,725,125.00

-

untuk diameter 100 cm


0.450

0.27

0.312

0.1872

0.468 194.000 2.380 0.300 0.030 0.080

0.2808 116.4 1.428 0.18 0.018 0.048



0.450

0.27

0.312

0.1872

0.468 194.000 2.380 0.300 0.030 0.080

0.2808 116.4 1.428 0.18 0.018 0.048

±

Bobot Pasir Bobot Isi Kerikil Buckling factor pasir

1400 kg/m3 1350 kg/m3 20 %

93.57

10.5 0.145 0.07 0.07 0.007 0.004

K 250 Besi Polos Besi Ulir Bekisting pondasi

Luas

Pjg

0.04

BES 18/20 0.036 27.7777778 111.12 6 186.2 0.6 CETAKAN 11.112 3

117.12 111.72

25 1.00 20 6.66666667

0.888 0.222

104.00256 24.80184 128.8044

3.704

BES 18/20 0.036 111.12 186.2 CETAKAN 11.112

27.77777778 6 0.6

117.12 111.72

3

3.704

0.888 0.222

Luas 0.05

0.05 beton 20/25

1.000 117.541 0.000 5.000 1.000

23.463 94.0333333 11.1111111

12.798 52.89375 6.25

0.09

0.16

beton 30/30 beton 30/40 1 1 17.496333 0 10 1

3.2 65.69175 0 6.875 1

104.00256 24.80184 128.8044

Pjg 20 1.00 10 3.33333333

0.036 27.7777778 111.111111 114.311111 101.508267

0.4669 12.9694444

3.78707778

105.2953444

21.11111111 .

Luas 0.05

Pjg

Luas 0.0225

Pjg

20 18

1.00 6.000

44.5 20.025

1.00 6.675

Luas 0.03

Pjg 33.45 16.725

balok 18/20 27.7777778 BESI 27.77 186.1851852 5 0.62 138.85 115.4348148 0.888 0.222 123.2988 25.62652889 148.925329 . .

111.48885

133.8 118.6806 3.333 43.8151181 .

balok 13/13 59.1715976 BESI 62.27 395.4773176 4 0.42 249.08 166.1004734 0.617 0.222 153.68236 36.87430509 190.556665 15.3846154

7.692307692

balok 13/13 51.2820513 BESI 62.27 342.8803419 4 0.42 249.08 144.0097436 0.617 0.222 153.68236 31.97016308 185.652523 15.3846154

7.692307692

1.00 5.575

26 8.66666667

Luas 0.0195

Pjg 51.5 1.00 28.84 9.61333333

0.0567

0.0075

1.1000 18.0000 1.8000 6.0000 0.3000

0.55 9 0.9 3 0.15

DAFTAR HARGA UPAH DAN BAHAN A. 1 2 3 4

UPAH Pekerja Tukang Kepala Tukang Mandor

B. 1 2

BAHAN Air Atap Seng Genteng Metal

3

Batu Kali/Batu Belah (Sungai/Gunung)

M

4

Batu Belah 15/20

M

5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Batu Pecah 5/7 Batu Bata Besi Beton Polos Besi Beton Ulir Baut Truss Baut Reng Box Zekering Besi Siku 40.40.4 (Terpasang) Bak Mandi Fiber Terpasang Bon-Bon Keramik Cat Dasar Cat Menie Cat Kayu/Minyak Cat Dinding Acrylic Emultion Paint Dolken Kayu ø 8-10/4 m Daun penutup meja lab lengkap engsel + kunci terpasang Asbes Quality 1 x 1 m Engsel Pintu Engsel Jendela Floor Drain Ijuk

26

Kerikil Beton

Hari Hari Hari Hari

42,500.00 52,500.00 60,000.00 57,500.00

Liter Lembar

75.00 58,000.00

3

120,000.00

3

115,000.00

3

130,000.00 500.00 11,500.00 26,000.00 4,250.00 4,250.00 160,000.00 20,000.00 328,650.00 20,000.00 11,750.00 22,500.00 38,000.00 15,500.00 4,500.00 105,000.00 15,000.00 17,000.00 11,250.00 14,000.00 12,000.00

3

125,000.00

M Buah Kg Kg Buah Buah Buah Bh Bh M' Kg Kg Kg Kg Batang Lbr Lembar Buah Buah Buah Kg M

3

125,000.00

3

4,950,000.00

3

3,750,000.00

3

3,500,000.00

3

3,000,000.00 19,500.00 1,800.00 1,700.00 2,000.00 8,000.00 8,500.00 3,700.00 140,850.00 95,000.00 18,000.00

2

100,000.00 125,000.00 1,250,000.00 18,000.00 112,500.00 98,500.00 4,225.00 27,000.00 78,500.00 14,000.00

27

Koral Beton

M

28

Kayu Kelas I (Seumantok)

M

29

Kayu Kelas II

M

30

Kayu Balok

31 32 33 34 35 36 37 38 39 40 41

Kayu Kasau 5/7 untuk Bouwplank Kawat Beton Keramik Sisi Kulit Jeruk 20 x 20 Keramik 20 x 20 cm' Keramik dinding 20 x 25 cm Keramik 40 x 40 Homogenius polished Keramik 40 x 40 Homogenius unpolished Kertas Amplas Kunci Tanam Kunci Tanam Silinder Kait Angin

42 43 44 45 46 47 48 49 50 51

Kaca Bening Teba l 5 mm Kloset Jongkok Kloset Duduk Terpasang Kran diameter 3/4" atau 1/2" Kusen Alumenium Pintu Kusen Alumenium Jendela Kawat Duri Lem Kayu Lampu Tanam 32 Watt Terpasang Lampu HE 18 wtt

M

M Kg Buah Buah Buah Buah Buah Lembar Buah Buah Buah M Buah Buah Buah M' M' M' Kg Buah Buah

52 53 54

Lampu HE 23 wtt Lat lis Gybsum Minyak Bekisting

55

Papan Kayu Bouwplank 3/20

M

56

Papan kayu Meuranti 3/20

M

57

Pasir Urug

58

Pasir Pasang

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

Pasir Beton Plywood Garuda form 12 mm Plywood Garuda form 9 mm Paku Kayu 2" - 5" Paku 1/2" - 1" Profil C 75.75 Plamir Pacok Jendela Pegangan pintu double Pipa PVC tipe AW Ø 1/2" Pipa PVC tipe AW Ø 3/4" Pipa PVC tipe AW Ø 1½" Pipa PVC tipe AW Ø 3" Pipa PVC tipe AW Ø 4" Pemasangan instalasi air bersih/kotor Pembentukan kolom selasar depan (bentuk sesuai gambar) Pemasangan titik api Instalasi Pipa Stainless 1/2" Instalasi Pipa Stainless 2" Pas.Pagar Kawat BRC Penutup Pipa Besi 2" Roster batu kerawang Rabung Seng Genteng Metal Reng U 0.5 Resapan Lab. Semen Andalas @ 40 Kg Semen Warna @ 50 Kg Screw Slot pintu double Septick tank + Peresapan Seal tape Saklar lampu Merk setara Broco 1 seri Saklar lampu Merk setara Broco 2 seri Stop kontak Stop kontak tanam Sklip BRC

95 96 97 98 99 100

Tanah Urug Talang Patahan Atap Tarikan Jendela Tiang Pipa Pagar BRC Dia 2" Urinoir Wastafel

Buah Btg Liter

18,750.00 70,000.00 17,500.00

3

3,000,000.00

3

3,750,000.00

3

80,000.00

3

110,000.00

3

115,000.00 195,000.00 180,000.00 15,000.00 15,000.00 13,000.00 22,000.00 14,000.00 112,000.00 35,000.00 25,000.00 92,500.00 142,500.00 275,000.00 140,000.00 1,250,000.00 142,500.00 70,000.00 93,500.00 267,615.00 14,000.00 9,200.00 30,000.00 9,250.00 980,000.00 50,000.00 117,375.00 300.00 101,500.00 2,800,000.00 3,500.00 23,475.00 25,350.00 14,000.00 20,500.00 1,800.00

3

60,000.00 35,000.00 17,250.00 93,900.00 1,032,900.00 704,250.00

M M

M Lembar Lembar Kg Kg M' Kg Buah Buah Batang Batang Batang Batang Batang Titik Unit Titik M' M' Pnl Bh Buah Lembar M' unit Zak Zak Buah Buah Buah Buah Buah Buah Buah Buah Bh M M' Buah Bh Buah Buah


............... ......................

6 1 6 1 6 1 6 1 6 1 6 1 6 3 39

6 1 6 1 6 1 0,5 6 1 6 1 6 1 3 33

3 2 12 2 12 2 12

3 2 12 2 12 2 12

3 2 12 2 12 2 12

3 2 12 2 12 2 12

2 3 18 3 18

2 3 18 3 18

2 3 18 3 18

2 3 18 3 18

3 39

3 39

3 39

3 39

3 39

3 39

3 39

3 39

3 2 12 2 12

3 2 12 2 12

3 2 12 2 12

3 2 12 2 0,75 12

2 3 18

2 3 18

2 3 18

2 3 18

0,5

0,5

0,75

0,75

0,75

12

12

12

12

3 33

3 33

3 33

3 33

0,5

6

6

6

6

3 33

3 33

3 33

3 33

4 24 0,5

4 24 0,5

4 24 0,5

4 24 0,5

12

12

12

12

3 39

3 39

3 39

3 39

4 24

4 24

4 24

4 24

0,25

0,25

0,25

0,25

6

6

6

6

3 33

3 33

3 33

3 33

RENCANA ANGGARAN DAN BIAYA PEMBANGUNAN KAPAL PENANGKAPAN IKAN

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