bq gedung asrama lt 4.pdf

K E G I A T A N : PEMBANGUNAN MADRASAH ALIYAH NEGERI ( MAN ) 3 MALANG. P E K E R J A A N : LANJUTAN PEMBANGUNAN GEDUNG ASRAMA SISWA LANTAI 4.

MAN 3 MALANG. L O K A S I : Jl. BANDUNG No. 7 MALANG.

1 PEKERJAAN STRUKTUR -A LANTAI IVI PEKERJAAN STRUKTUR BETON & BAJA Rp.II PEKERJAAN RANGKA ATAP BAJA Rp.2 PEKERJAAN ARSITEKTURB LANTAI IVI PEKERJAAN TANAH Rp.II PEKERJAAN PASANGAN Rp.III PEKERJAAN PLESTERAN Rp.IV PEKERJAAN PELAPIS LANTAI & DINDING Rp.V PEKERJAAN KUSEN, PINTU, BESI & KACA Rp.VI PEKERJAAN PLAFOND Rp.VII PEKERJAAN PENGECATAN Rp.VIII PEKERJAAN ELEKTRIKAL Rp.IX PEKERJAAN SANITAIR Rp.

JUMLAH Rp.PPN 10% Rp.

JUMLAH TOTAL Rp.DIBULATKAN Rp.

TERBILANG : .............................................................................................................................................................

Malang, .......................... 2013.PELAKSANA

CV. ......................................

NAMA TERANGJabatan

REKAPITULASI RENCANA ANGGARAN BIAYA

NO. URAIAN PEKERJAAN JUMLAH HARGA



1 PEKERJAAN STRUKTURA LANTAI IVI PEKERJAAN STRUKTUR BETON & BAJA1 Beton Kolom

- Kolom Type 40x50 cm 21,28 M3- Kolom Type Dia 60 cm 6,34 M3- Kolom Type 30x30 cm 4,32 M3- Kolom Type 15x15 cm 4,64 M3

2 Beton Balok Lantai Atap- Balok Type 30/50 cm 1,04 M3- Balok Type 20/40 cm 9,15 M3- Balok Ring Type 25/50 cm 20,20 M3- Balok Latei 15/20 cm 1,37 M3- Balok Ring Type 15/15 cm 2,93 M3

3 Beton Plat Lantai Atap- Plat Lantai t = 12 cm ( bekisting multiplek 12 mm) 20,52 M3

II PEKERJAAN RANGKA ATAP BAJA1 Kuda - kuda Baja double Siku 18.425,76 KG2 Pasang Gording baja CNP 150 6.448,18 KG3 Pasang Plat Plendes 612,30 KG4 Pasang Baut Anker dia 16 mm 78,00 Bh5 Pasang Ikatan Angin dia 16 mm 245,22 KG6 Pasang Trekstang dia 12 mm 185,12 KG7 Pasang Pipa Schedulle dia 4" 13,20 M'8 Pasang Pipa Schedulle dia 6" 7,80 M'9 Pasang Jarum keras 16,00 Bh10 Pasang Usuk dan Reng Galvalum 1.115,62 M2

JUMLAH

JUMLAH

RENCANA ANGGARAN BIAYA

NO. URAIAN PEKERJAAN VOLUME SAT. HARGASATUAN (Rp) JUMLAH HARGA

(Rp)



2 PEKERJAAN ARSITEKTURB LANTAI IVI PEKERJAAN TANAH1 Pengukuran dan Pembersihan Site 627,00 M22 Urugan Pasir t = 5 cm Bawah Lanatai 41,36 M3

II PEKERJAAN PASANGAN1 Pasangan Batu Merah 1/2 Bata 1Pc : 3Ps 120,30 M22 Pasangan Batu Merah 1/2 Bata 1Pc : 6Ps 645,62 M22 Pasangan Roster Beton 1Pc : 6Ps 45,00 M2

III PEKERJAAN PLESTERAN1 Plesteran Dinding 1PC : 3Ps 240,60 M22 Plesteran Dinding 1PC : 6Ps 1.291,24 M23 Plesteran Beton 1PC : 3Ps 230,56 M24 Benangan Plinkolt 286,40 M'5 Benangan Sudut & Tali Air 766,40 M'6 Water Proofing Plat Luifel (Sika Coating) 160,32 M2

IV PEKERJAAN PELAPIS LANTAI & DINDING1 Pasang Keramik 40x40 537,20 M22 Pasang Keramik Tangga tengah 40x40 37,40 M23 Pasang Keramik Step Noshing 48,40 M24 Pasang Keramik Dinding KM/WC 20x25 80,40 M25 Pasang Keramik Lantai KM/WC 20x20 28,80 M2

V PEKERJAAN KUSEN, PINTU, BESI & KACA1 Pasang Kusen Aluminium 4" 373,50 M'2 Pasang Daun Jendela Panil Kaca 56,00 Bh3 Pasang Daun Aluminium Pintu Panil Kaca 4,00 Bh3 Pasang Daun Pintu Double Teakwood 80x220 cm 16,00 Bh4 Pasang Daun Pintu Double Teakwood 70x140 cm 8,00 Bh5 Pasang Kaca Polos 5 mm 24,96 M26 Pasang Kunci Pintu Tanam dan Handle 16,00 Set7 Pasang Grendel Tanam 2,00 Set8 Pasang Engsel Pintu 4" 90,00 Bh9 Pasang Engsel Jendela KISMAN 30 Cm 56,00 Set10 Pasang Grendel Jendela 56,00 Set11 Pasang Kusen dan Pintu PVC 8,00 Unit12 Pasang Jendela Krepyak Aluminium 35,20 M2

VI PEKERJAAN PLAFOND1 Pasang Penutup Atap Genteng Nglayur 1.115,62 M22 Pasang Bubungan Atap Genteng 110,88 M23 Pasang Jurai Talang Galvalum 14,99 M24 Pasang Listplank Kalsiboard 10 mm /2x30 Cm 145,00 M25 Pasang Plafond Calsiboard 4 mm, rangka metalfuring 150,50 M26 Pasang Plafond Gypsumboard 9 mm, rangka metalfuring 551,40 M27 Pasang Lis Gypsum 286,40 M'

JUMLAH

JUMLAH

JUMLAH

JUMLAH

JUMLAH

JUMLAH

RENCANA ANGGARAN BIAYA


(Rp)


(Rp)VII PEKERJAAN PENGECATAN1 Pengecatan Plafond 701,90 M22 Pengecatan Listplank 73,25 M23 Pengecatan Dinding (Dalam) 1.521,80 M24 Pemelituran Daun Pintu 118,80 M2

VIII PEKERJAAN ELEKTRIKAL1 Lampu SL 18 Watt (sekw.Philips) 60,00 BH2 Lampu FCL 32 Watt (sekw.Philips) 2,00 BH3 Saklar Seri (sekualitas Broco type Gracio) 10,00 BH4 Saklar Tunggal (sekualitas Broco type Gracio) 19,00 BH5 Pasang Stop Kontak Dinding 200 VA(sekwalitas Broco) 17,00 BH6 Pasang Titik Inst. Penerangan (NYM 2x2,5 mm2 - sekualitas Supreme) 62,00 TTK7 Pasang Panel Induk 1,00 UnitIX PEKERJAAN SANITAIR1 Pasang Klosed Duduk INA 8,00 Bh2 Pasang Bak Mandi LUXORI 8,00 Bh3 Pasang Afoor/Flour drain 8,00 Bh4 Pasang Kran 1/2" 8,00 Bh5 Pasang PVC Type AW 1" 58,60 M'6 Pasang PVC Type AW 3/4" 28,30 M'7 Pasang PVC Type AW 1/2" 24,60 M'8 Pasang PVC Type D Dia 2" 56,40 M'9 Pasang PVC Type D Dia 3" 18,40 M'10 Pasang PVC Type D Dia 4" 58,26 M'11 Pasang Tandon Air 1 M3 4,00 Unit

JUMLAH

JUMLAH

JUMLAH


MAN 3 MALANG. L O K A S I : Jl. BANDUNG No. 7 MALANG.TAHUN ANGGARAN : 2013.

I1,1 1M PEKERJAAN PENGUKURAN DAN PEMASANGAN BOWPLANK

a. Bahan0,00800 m3 Kayu Balok Kelas III @ Rp, Rp,0,02000 kg Paku 2"- 5" @ Rp, Rp,0,00500 m3 Kayu Papan Kelas III @ Rp, Rp,

Jumlah 1= Rp,b. Tenaga

0,10000 OH Pekerja @ Rp, Rp,0,10000 OH Tukang Kayu @ Rp, Rp,0,01000 OH Kepala Tukang @ Rp, Rp,0,00500 OH Mandor @ Rp, Rp,

Jumlah 2= Rp,Jumlah 1+Jumlah 2 =

1,2 1M MEMBERSIHKAN LAPANGAN DAN PERATAAN0,06000 OH Pekerja @ Rp, Rp,0,02500 OH Mandor @ Rp, Rp,

Jumlah = Rp,II ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH2,1 1M GALIAN TANAH BIASA

0,75000 OH Pekerja @ Rp, = Rp,0,02500 OH Mandor @ Rp, = Rp,

Jumlah = Rp,2,2 1M PEMBUANGAN TANAH BEKAS GALIAN / BONGKARAN SEJAUH 150 M

0,51600 OH Pekerja @ Rp, Rp,0,05000 OH Mandor @ Rp, Rp,

Jumlah = Rp,PEMBUANGAN TANAH KELUAR Rp,

ONGKOS ANGKUT / M3= Rp,2,3 1M URUGAN PASIR

a. Bahan1,20000 m3 Pasir Urug @ Rp, = Rp,


0,30000 OH Pekerja @ Rp, = Rp,0,01000 OH Mandor @ Rp, = Rp,

Jumlah 2= Rp,Jumlah 1+Jumlah 2= Rp,

2,4 1M URUGAN KEMBALI0,25000 OH Pekerja @ Rp, = Rp,0,00800 OH Mandor @ Rp, = Rp,

Jumlah = Rp,

III ANALISA BIAYA KONSTRUKSI PEKERJAAN PASANGAN3,1 1M PASANGAN BATU KOSONG / AANSTAMPING

a. Bahan1,20000 m3 Batu Belah 15/20 cm @ Rp, Rp,0,43200 m3 Rasir Urug @ Rp, Rp,

Jumlah 1=b. Tenaga

0,78000 OH Pekerja @ Rp, Rp,0,39000 OH Tukang batu @ Rp, Rp,0,03900 OH Kepala Tukang @ Rp, Rp,0,03900 OH Mandor @ Rp, Rp,

Jumlah 2= Rp,Jumlah 1+Jumlah 2 = Rp,

3,2 1M PEMASANGAN PONDASI BATU BELAH 1PC: 6PSa. Bahan

1,20000 m3 Batu Belah 15/20 cm @ Rp, Rp,117,00000 kg Semen portland @ Rp, Rp,

0,56100 m3 Pasir Pasang @ Rp, Rp,Jumlah 1= Rp,

b. Tenaga1,50000 OH Pekerja @ Rp, Rp,0,75000 OH Tukang batu @ Rp, Rp,0,07500 OH Kepala Tukang @ Rp, Rp,0,07500 OH Mandor @ Rp, Rp,


DAFTAR ANALISA HARGA SATUAN PEKERJAAN

ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN

3,3 1M PASANGAN BATU MERAH TEBAL 1 BATA 1 PC : 3PSa. Bahan

140,00000 bh Batu Merah 5x11x22 cm @ Rp, = Rp,32,95000 kg Semen portland @ Rp, = Rp,0,09100 m3 Pasir Pasang @ Rp, = Rp,


0,60000 OH Pekerja @ Rp, = Rp,0,20000 OH Tukang Batu @ Rp, = Rp,0,02000 OH Kepala Tukang @ Rp, = Rp,0,03000 OH Mandor @ Rp, = Rp,


3,4 1M PASANGAN BATU MERAH TEBAL 1 BATA 1 PC : 6PSa. Bahan





3,5 1M PASANGAN BATU MERAH TEBAL 1/2 BATA 1 PC : 3PSa. Bahan





3,6 1M PEMASANGAN BATU MERAH 1/2 BATA 1PC:6PSa. Bahan

70,00000 biji Batu Merah 5x11x22 cm @ Rp, = Rp,8,32000 kg Semen portland @ Rp, = Rp,0,04900 m3 Pasir pasang @ Rp, = Rp,




3,7 1 M PLESTERAN TASRAM 1PC:3PS TEBAL 15 mma. Bahan

7,77600 kg Semen PC @ Rp, = Rp,0,02300 m3 Pasir Pasang @ Rp, = Rp,




3,8 1M PLESTERAN 1PC:6PS TEBAL 15 mma. Bahan

4,41600 kg Semen PC @ Rp, = Rp,0,02700 m3 Pasir Pasang @ Rp, = Rp,




3,9 1M PEKERJAAN BENANGAN SUDUT/ COL-COLANa. Bahan

4,32000 kg Semen PC @ Rp, = Rp,0,00600 M Pasir pasang @ Rp, = Rp,




IV ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU/KONTRUKSI ATAP4,1 MEMASANG 1M DAUN PINTU TEAKWOOD RANGKAP RANGKA KAYU KAMPER

a. Bahan0,01800 m3 Kayu Kamper Papan @ Rp, = Rp,0,30000 kg Paku Biasa 1/2" . 1" @ Rp, = Rp,0,30000 kg Lem Kayu @ Rp, = Rp,1,00000 lbr Teakwood 4 mm @ Rp, = Rp,


0,80000 OH Pekerja @ Rp, = Rp,2,60000 OH Tukang Kayu @ Rp, = Rp,0,24000 OH Kepala Tukang @ Rp, = Rp,0,04000 OH Mandor @ Rp, = Rp,


1 Bh DAUN PINTU UKURAN 220 x 82 CM = Rp,1 Bh DAUN PINTU UKURAN 140 x 70 CM = Rp,

4,2 1M PASANG RANGKA LANGIT-LANGIT 100x100 cm KAYU MERANTIa. Bahan

0,0158 0,01200 m3 Kayu Meranti Balok @ Rp, = Rp,0,10000 kg Paku Biasa 2".5" @ Rp, = Rp,



Jumlah 2 = Rp,Jumlah 1+Jumlah 2 = Rp,

4,3 MEMASANG 1M LANGIT-LANGIT ASBESa. Bahan

1,10000 lbr Asbes @ Rp, Rp,0,01000 kg Paku Biasa 2".5" @ Rp, Rp,




4,4 1BH PASANG KUNCI TANAMa. Bahan

1,00000 bh Kunci Tanam 2x putar "Solid" @ Rp, = Rp,Jumlah 1= Rp,

b. Tenaga0,01000 OH Pekerja @ Rp, = Rp,0,50000 OH Tukang Kayu @ Rp, = Rp,0,01000 OH Kepala Tukang @ Rp, = Rp,0,00500 OH Mandor @ Rp, = Rp,


4,5 1BH PASANG KUNCI KOSONG / VEBREZYTa. Bahan

1,00000 bh Kunci Kosong/Vebrezyt @ Rp, = Rp,Jumlah 1= Rp,



4,6 1SET PASANG GRENDEL TANAM PINTU DOUBLE TEAKWOODa. Bahan

1,00000 Set Grendel Pintu @ Rp, = Rp,Jumlah 1= Rp,



4,7 1BH PASANG HANDLE SWING PINTU ALUMINIUMa. Bahan

1,00000 bh Handle Swing @ Rp, = Rp,Jumlah 1= Rp,



4,8 1M PASANG KACA TEBAL 5mma. Bahan

1,10000 M2 Kaca Reyben @ Rp, = Rp,Jumlah 1= Rp,

b. Tenaga0,01500 OH Pekerja @ Rp, = Rp,0,15000 OH Tukang Kayu @ Rp, = Rp,0,01500 OH Kepala Tukang @ Rp, = Rp,0,00080 OH Mandor @ Rp, Rp,


4,9 1BH PASANG ENGSEL PINTUa. Bahan

1,00000 bh Engsel Pintu @ Rp, = Rp,Jumlah 1= Rp,



4.10 1BH PASANG GRENDEL JENDELAa. Bahan

1,00000 bh Grendel Jendela @ Rp, = Rp,Jumlah 1= Rp,



4,11 1BH PASANG ENGSEL JENDELAa. Bahan

1,00000 bh Engsel Jendela @ Rp, = Rp,Jumlah 1= Rp,



4,12 PASANG 1 SET ENGSEL JENDELA KISMANa. Bahan

1,00000 bh Engsel Sliding Jendela @ Rp, = Rp,Jumlah 1= Rp,



4,13 1BH PASANG HAK ANGINa. Bahan

1,00000 bh Hak Angin @ Rp, = Rp,Jumlah 1= Rp,



4,14 1BH PASANG GRENDEL JENDELAa. Bahan

1,00000 bh Grendel Jendela @ Rp, = Rp,Jumlah 1= Rp,



4,15 MEMASANG 1M' KUSEN PINTU / JENDELA ALUMINIUMa. Bahan

1,10000 M' Profil Aluminium 4" @ Rp, = Rp,2,00000 Bh Skrup Fixer @ Rp, = Rp,0,06000 Kg Sealant @ Rp, = Rp,


0,0430 OH Pekerja @ Rp, = Rp,0,0430 OH Tukang Besi Konstruksi @ Rp, = Rp,0,0043 OH Kepala Tukang @ Rp, = Rp,0,0021 OH Mandor @ Rp, = Rp,


4,16 MEMBUAT 1M2 FRAME JENDELA KACA RANGKA ALUMINIUMa. Bahan

4,40000 M' Profil Aluminium (Pintu / Jendela) @ Rp, = Rp,4,00000 M' Profil Lis Kaca & Seal Karet @ Rp, = Rp,0,06000 Tube Sealant @ Rp, = Rp,

Jumlah 1 = Rp,b. Tenaga

0,1430 OH Pekerja @ Rp, = Rp,0,1430 OH Tukang Besi Konstruksi @ Rp, = Rp,0,0143 OH Kepala Tukang @ Rp, = Rp,0,0021 OH Mandor @ Rp, = Rp,

Jumlah 2 = Rp,Jumlah 1+2 = Rp,

4.16a 1 bh DAUN PINTU ALUMINIUM, uk 80x220 cm1,73840 M2 Frame Jendela @ Rp, = Rp,1,34640 M2 Kaca 5 mm @ Rp, = Rp,1,00000 Ls Alat Bantu @ Rp, = Rp,

4.16b 1 bh DAUN PINTU ALUMINIUM, uk 115x220 cm2,43800 M2 Frame Jendela @ Rp, = Rp,1,94000 M2 Kaca 5 mm @ Rp, = Rp,1,00000 Ls Alat Bantu @ Rp, = Rp,

4.16c 1 bh DAUN JENDELA ALUMINIUM, uk 70x 120 cm0,91760 M2 Frame Jendela @ Rp, = Rp,0,66000 M2 Kaca 5 mm @ Rp, = Rp,1,00000 Ls Alat Bantu @ Rp, = Rp,

4.16d 1 bh DAUN JENDELA ALUMINIUM, uk 70x 70 cm0,56000 M2 Frame Jendela @ Rp, = Rp,0,86900 M2 Kaca 5 mm @ Rp, = Rp,1,00000 Ls Alat Bantu @ Rp, = Rp,

4,17 MEMASANG 1M2 DINDING PARTISI DOUBLE GYPSUMBOARD 12 MM, RANGKA ALUMINIUMa. Bahan

3,30000 Bh Profil Aluminium C.75.70.0,75 Ekosteel @ Rp, = Rp,2,31000 Bh U Runner U-51 @ Rp, = Rp,0,76389 Lbr Gypsumboard 12 mm @ Rp, = Rp,

16,00000 Bh Skrup @ Rp, = Rp,Jumlah 1 = Rp,

b. Tenaga0,0850 OH Pekerja @ Rp, = Rp,0,0850 OH Tukang Besi Konstruksi @ Rp, = Rp,0,0085 OH Kepala Tukang @ Rp, = Rp,0,0042 OH Mandor @ Rp, = Rp,


4,18 MEMASANG 1M2 PLAFOND GIPSUM BOARD 9 MM , RANGKA ALUMINIUMa. Bahan

2,20000 Bh Profil Aluminium C.40.20.0,75 Ekosteel @ Rp, = Rp,2,31000 Bh U Runner U-51 @ Rp, = Rp,0,38194 Lbr Kalsiboard 9 mm @ Rp, = Rp,

16,00000 Bh Skrup @ Rp, = Rp,Jumlah 1 = Rp,

b. Tenaga0,0850 OH Pekerja @ Rp, = Rp,0,0850 OH Tukang Besi Konstruksi @ Rp, = Rp,0,0085 OH Kepala Tukang @ Rp, = Rp,0,0042 OH Mandor @ Rp, = Rp,


V ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP5,1 1M PASANG GENTENG NGLAYUR

a. Bahan24,00000 biji Genteng Nglayur @ Rp, = Rp,




5,2 1M' PASANG GENTENG BUBUNG NGLAYURa. Bahan

4,00000 biji Bubung Genteng Nglayur @ Rp, = Rp,0,03200 M3 Pasir Pasang @ Rp, = Rp,8,00000 Kg Semen Portlan @ Rp, = Rp,




VI ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN6,1 1M PENGECATAN TEMBOK BARU BAG DALAM ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )

a. Bahan0,10000 kg Plamir @ Rp, = Rp,0,10000 kg Cat dasar @ Rp, = Rp,0,26000 kg Cat penutup 2x @ Rp, = Rp,1,00000 unit Alat Bantu @ Rp, = Rp,


0,02000 OH Pekerja @ Rp, = Rp,0,06300 OH Tukang Cat @ Rp, = Rp,0,00630 OH Kepala Tukang @ Rp, = Rp,0,00250 OH Mandor @ Rp, = Rp,


6,1 1M PENGECATAN TEMBOK BARU BAG LUAR ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )a. Bahan

0,10000 kg Plamir / Alkali @ Rp, = Rp,0,10000 kg Cat dasar @ Rp, = Rp,0,18000 kg Cat penutup 2x @ Rp, = Rp,1,00000 unit Alat Bantu @ Rp, = Rp,




6,2 1M PEKERJAAN PLITURANa. Bahan

0,15000 ltr Politur @ Rp, = Rp,0,37200 lbr Politur jadi @ Rp, = Rp,2,00000 bh Kertas Gosok @ Rp, = Rp,


0,06000 OH Tukang plitur @ Rp, = Rp,0,01600 OH Kepala Tukang @ Rp, = Rp,0,00250 OH Mandor @ Rp, = Rp,

Jumlah 2= Rp.Jumlah 1+Jumlah 2 = Rp.

6,3 1M COATING BATU ALAMa. Bahan

0,12500 Lt Thiner @ Rp, = Rp,0,30000 kg Vernis Batu Alam @ Rp, = Rp,0,01000 bh Kuas @ Rp, = Rp,


0,07000 OH Pekerja @ Rp, = Rp,0,10500 OH Tukang Cat @ Rp, = Rp,0,00250 OH Mandor @ Rp, = Rp,


1M PEKERJAAN PENGECATAN PERMUKAAN BAJA DENGAN MENIE BESIa. Bahan

0,10000 ltr Meni besi @ Rp, = Rp,0,01000 bh Kuas @ Rp, = Rp,


0,15000 OH Pekerja @ Rp, = Rp,0,10500 OH Tukang cat @ Rp, = Rp,0,01500 OH Kepala tukang @ Rp, = Rp,0,00250 OH Mandor @ Rp, = Rp,

Jumlah 2= Rp.Jumlah 1+Jumlah 2 = Rp.

6,5 1M WATER PROOFING PLAT BETONa. Bahan

0,85000 kg Water Proofer @ Rp, = Rp,0,01000 bh Kuas @ Rp, = Rp,




6.6 1 M ALAT BANTU PENGECATAN0,00030 m3 Perancah @ Rp, = Rp,0,01250 lbr Kertas Gosok @ Rp, = Rp,0,00500 bh Kuas @ Rp, = Rp,

Jumlah = Rp,VII ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI7,1 1M PASANG KERAMIK 20x20

a. Bahan1,05000 M2 Ubin Keramik 20x20 cm @ Rp, = Rp,

10,40000 kg Semen Portland @ Rp, = Rp,0,04500 m3 Pasir Pasang @ Rp, = Rp,1,62000 kg Semen Warna @ Rp, = Rp,


0,70000 OH Pekerja @ Rp, = Rp,0,35000 OH Tukang batu @ Rp, = Rp,0,03500 OH Kepala Tukang @ Rp, = Rp,0,03500 OH Mandor @ Rp, = Rp,


7,2 1M PASANG KERAMIK DINDING 20x25a. Bahan

1,00000 M2 Ubin Keramik 20x25 cm @ Rp, = Rp,10,40000 kg Semen Portland @ Rp, = Rp,0,04500 m3 Pasir Pasang @ Rp, = Rp,1,62000 kg Semen Warna @ Rp, = Rp,




7,3 MEMASANG 1M LANTAI KERAMIK 40x40a. Bahan

1,05000 m2 Keramik 40x40 @ Rp, = Rp,10,00000 kg Semen Portland @ Rp, = Rp,0,04500 m3 Pasir Pasang @ Rp, = Rp,1,50000 kg Semen Warna @ Rp, = Rp,




7,4 MEMASANG 1M GRANITa. Bahan

1,10000 bh Granit @ Rp, = Rp,10,00000 kg Semen Portland @ Rp, = Rp,0,04500 m3 Pasir Pasang @ Rp, = Rp,1,50000 kg Semen Warna @ Rp, = Rp,




7,5 1M PASANG BATU ANDESIT uk 20x40 CMa. Bahan

1,10000 bh Batu Andesit 20x40 cm @ Rp, = Rp,10,40000 kg Semen Portland @ Rp, = Rp,0,04500 m3 Pasir Pasang @ Rp, = Rp,1,62000 kg Semen Warna @ Rp, = Rp,




VIII ANALISA BIAYA KONSTRUKSI PEKERJAAN PIPA & SANITAIR8,1 PASANG 1 M' PIPA PVC TYPE AW dia 1/2"

a. Bahan1,20000 m' Pipa PVC Type AW dia 1/2" @ Rp, = Rp,

35,00000 % Perlengkapan @ Rp, = Rp,Jumlah 1= Rp,

b. Tenaga0,03600 OH Pekerja @ Rp, = Rp,0,06000 OH Tukang Pipa @ Rp, = Rp,0,00600 OH Kepala Tukang @ Rp, = Rp,0,00180 OH Mandor @ Rp, = Rp,


8,2 PASANG 1 M' PIPA PVC TYPE AW dia 3/4"a. Bahan

1,20000 m' Pipa PVC Type AW dia 3/4" @ Rp, = Rp,35,00000 % Perlengkapan @ Rp, = Rp,


0,03600 OH Pekerja @ Rp, = Rp,0,06000 OH Tukang Pipa @ Rp, = Rp,0,00600 OH Kepala Tukang @ Rp, = Rp,0,00180 OH Mandor @ Rp, = Rp,


8,3 PASANG 1 M' PIPA PVC TYPE AW dia 1"a. Bahan

1,20000 m' Pipa PVC Type AW dia 1" @ Rp, = Rp,35,00000 % Perlengkapan @ Rp, = Rp,




8,4 PASANG 1 M' PIPA PVC TYPE D dia 2"a. Bahan

1,20000 m' Pipa PVC Type D dia 2" @ Rp, = Rp,35,00000 % Perlengkapan @ Rp, = Rp,











Jumlah 1= Rp,b. Tenaga =





Jumlah 1= Rp,b. Tenaga =



8,8 PASANG 1 BH CLOSED DUDUKa. Bahan

1,00000 bh Closed duduk Monoblok @ Rp, = Rp,6% Harga Kloset Perlengkapan @ Rp, = Rp,




8,9 PASANG 1 BH CLOSED JONGKOKa. Bahan

1,00000 bh Wastafel @ Rp, Rp,12% Harga Kloset Perlengkapan @ Rp, Rp,

6,00000 kg Semen Abu-abu @ Rp, Rp,0,01000 m3 Pasir Pasang @ Rp, Rp,




8,10 PASANG 1 BH WASTAFELa. Bahan

1,00000 bh Wastafel @ Rp, Rp,12% Harga Kloset Perlengkapan @ Rp, Rp,

6,00000 kg Semen Abu-abu @ Rp, Rp,0,01000 m3 Pasir Pasang @ Rp, Rp,




8,11 PASANG 1 bh KRAN DIAMETER 1/2"a. Bahan

1,00000 bh Kran Air 1/2" @ Rp, = Rp,0,02500 bh Seal Tape @ Rp, = Rp,




8.12 PASANG 1 bh JET SPRAYERa. Bahan

1,00000 bh Jet Sprayer @ Rp, = Rp,0,02500 bh Seal Tape @ Rp, = Rp,




8.13 PASANG 1 bh HAND SHOWERa. Bahan

1,00000 bh Hand Shower @ Rp, = Rp,0,02500 bh Seal Tape @ Rp, = Rp,




8.14 1BH PASANG FLOOR DRAINa. Bahan

1,00000 bh Floor Drain @ Rp, Rp,Jumlah 1= Rp,

b. Tenaga0,01000 OH Pekerja @ Rp, Rp,0,10000 OH Tukang Pipa @ Rp, Rp,0,01000 OH Kepala Tukang @ Rp, Rp,0,00500 OH Mandor @ Rp, Rp,


IX ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON9,1 MEMBUAT 1 M3 BETON MUTU F'c = 7,4 Mpa (K 100), SLUMP (3-6) CM, W/C = 0.87

a. Bahan230,00000 kg Semen Portland @ Rp, = Rp,893,00000 kg Pasir Beton @ Rp, = Rp,

1.027,00000 kg Kerikil / Tenslah 2/3 @ Rp, = Rp,200,00000 ltr Air @ Rp, = Rp,



Jumlah 2 = Rp,Jumlah 1 + Jumlah 2 = Rp,

9,2 MEMBUAT 1M BETON MUTU f'c= 14.50 Mpa (K175), SLUMP (122) cm, W/C= 0,66a. Bahan

326,00000 kg Semen Portland @ Rp, = Rp,760,00000 kg Pasir Beton @ Rp, = Rp,





9,3 MEMBUAT 1M BETON MUTU f'c= 26,4 Mpa (K300), SLUMP (122) cm, W/C= 0,52a. Bahan

413,00000 kg Semen Portland @ Rp, = Rp,681,00000 kg Pasir Beton @ Rp, = Rp,





9,4 PEMBESIAN 10KG BESI POLOSa. Bahan

10,50000 kg Besi Beton Polos @ Rp, = Rp,0,15000 kg Kawat Beton @ Rp, = Rp,


0,07000 OH Pekerja @ Rp, = Rp,0,07000 OH Tukang Besi @ Rp, = Rp,0,00700 OH Kepala Tukang @ Rp, = Rp,0,00400 OH Mandor @ Rp, = Rp,


1kg= Rp,9,5 PEMBESIAN 10 KG BESI ULIR

a. Bahan10,50000 kg Besi Beton Ulir @ Rp, Rp,0,15000 kg Kawat Beton @ Rp, Rp,


0,07000 OH Pekerja @ Rp, Rp,0,07000 OH Tukang Besi @ Rp, Rp,0,00700 OH Kepala Tukang @ Rp, Rp,0,00400 OH Mandor @ Rp, Rp,


1kg= Rp,

9,6 PEMBESIAN 1 KG JARING KAWAT BAJA / WIRE MESHa. Bahan

1,02000 kg Jaring Kawat Baja / Wire Mesh @ Rp, Rp,0,05000 kg Kawat Beton @ Rp, Rp,


0,02500 OH Pekerja @ Rp, Rp,0,02500 OH Tukang Besi @ Rp, Rp,0,00200 OH Kepala Tukang @ Rp, Rp,0,00100 OH Mandor @ Rp, Rp,


9,7 MEMASANG 1M BEGESTING UNTUK PONDASIa. Bahan

0,04000 m Kayu Papan Kelas III @ Rp, Rp,0,30000 kg Paku 5-10cm @ Rp, Rp,0,10000 ltr Minyak Begesting @ Rp, Rp,




9,8 MEMASANG 1M BEGESTING UNTUK SLOOFa. Bahan

0,04500 m Kayu Papan Kelas III @ Rp, Rp,0,30000 kg Paku 5-10cm @ Rp, Rp,0,10000 ltr Minyak Begesting @ Rp, Rp,




9,9 MEMASANG 1M BEGESTING UNTUK KOLOMa. Bahan

0,40000 kg Paku 5-10cm @ Rp, = Rp,0,20000 ltr Minyak Begesting @ Rp, = Rp,0,01500 m Kayu Balok Kelas III @ Rp, = Rp,0,35000 ltr Playwood Tebal 12 mm @ Rp, = Rp,2,00000 btg Dolken Kayu Galam, @ Rp, = Rp,

(8-10)cm, panjang 4 mJumlah 1 = Rp,



9,10 MEMASANG 1M BEGESTING UNTUK BALOKa. Bahan





9.11 MEMASANG 1M BEGESTING UNTUK LANTAIa. Bahan





9.12 MEMASANG 1M SMARTDECKa. Bahan

1,10000 m2 Smartdek BMT 0.7 mm @ Rp, = Rp,5,00000 bh Bracket @ Rp, = Rp,0,20000 ltr Seal Tape @ Rp, = Rp,0,02200 m Kayu Balok Kelas III @ Rp, = Rp,


##### 0,33000 OH Pekerja @ Rp, = Rp,##### 0,16500 OH Tukang Kayu @ Rp, = Rp,##### 0,01650 OH Kepala Tukang @ Rp, = Rp,##### 0,01650 OH Mandor @ Rp, = Rp,


9.a MEMBUAT 1M3 BETON STROUSS DIAMETER 30 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,

- Kg Besi Beton Ulir @ Rp, = Rp,147,210 Kg Besi Beton Polos @ Rp, = Rp,

- m2 Bekisting ( 2xPakai ) @ Rp, = Rp,Jumlah = Rp,

Jumlah Dibulatkan = Rp,9.b MEMBUAT 1M3 BETON POER P1 150x150 CM K-300

1,00000 m3 Spesi Beton K-300 @ Rp, = Rp,164,50000 Kg Besi Beton Ulir @ Rp, = Rp,

Kg Besi Beton Polos @ Rp, = Rp,3,07700 m2 Bekisting ( 2xPakai ) @ Rp, = Rp,

Jumlah = Rp,Jumlah Dibulatkan = Rp,

9.c MEMBUAT 1M3 BETON POER P2 60x60 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,

142,27800 Kg Besi Beton Ulir @ Rp, = Rp,- Kg Besi Beton Polos @ Rp, = Rp,

6,66700 m2 Bekisting ( 2xPakai ) @ Rp, = Rp,Jumlah = Rp,

Jumlah Dibulatkan = Rp,9.d MEMBUAT 1M3 BETON SLOOF 20X30 CM K-300

1,00000 m3 Spesi Beton K-300 @ Rp, = Rp,114,40000 Kg Besi Beton Ulir @ Rp, = Rp,31,59000 Kg Besi Beton Polos @ Rp, = Rp,10,00000 m2 Bekisting ( 2xPakai ) @ Rp, = Rp,


9.e MEMBUAT 1M3 BETON KOLOM 40x50 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,

122,65000 Kg Besi Beton Ulir @ Rp, = Rp,46,68000 Kg Besi Beton Polos @ Rp, = Rp,9,00000 m2 Bekisting ( 2xPakai ) @ Rp, = Rp,


9.f MEMBUAT 1M3 BETON KOLOM 30x30 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,



9.g MEMBUAT 1M3 BETON KOLOM 60x60 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,



9.h MEMBUAT 1M3 BETON KOLOM 30x40 CM K-1751,00000 m3 Spesi Beton K-300 @ Rp, = Rp,



9.i MEMBUAT 1M3 BETON KOLOM 15/15 CM K-1751,00000 m3 Spesi Beton K-300 @ Rp, = Rp,

- Kg Besi Beton Ulir @ Rp, = Rp,149,22200 Kg Besi Beton Polos @ Rp, = Rp,


Jumlah Dibulatkan = Rp,9.j MEMBUAT 1M3 BETON BALOK 30x60 CM K-300

1,00000 m3 Spesi Beton K-300 @ Rp, = Rp,142,47200 Kg Besi Beton Ulir @ Rp, = Rp,63,72700 Kg Besi Beton Polos @ Rp, = Rp,8,33300 m2 Bekisting ( 2xPakai ) @ Rp, = Rp,


9.k MEMBUAT 1M3 BETON BALOK 30x50 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,



9.l MEMBUAT 1M3 BETON BALOK 20x30 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,



9.m MEMBUAT 1M3 BETON BALOK 30x40 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,



9.n MEMBUAT 1M3 BETON BALOK 20x40 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,



9.y MEMBUAT 1M3 BETON RINGBALK RB 20x30 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,



9.aa MEMBUAT 1M3 BETON LISTPALNK 10x50 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,

Kg Besi Beton Ulir @ Rp, = Rp,84,54000 Kg Besi Beton Polos @ Rp, = Rp,17,00000 m2 Bekisting ( 2xPakai ) @ Rp, = Rp,


9.ab MEMBUAT 1M3 BETON LISTPALNK/ TALANG 10x45 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,

- Kg Besi Beton Ulir @ Rp, = Rp,100,15600 Kg Besi Beton Polos @ Rp, = Rp,16,66700 m2 Bekisting ( 2xPakai ) @ Rp, = Rp,


9.ac MEMBUAT 1M3 BETON BALOK LATEI K-1751,00000 m3 Spesi Beton K-300 @ Rp, = Rp,

Kg Besi Beton Ulir @ Rp, = Rp,160,35000 Kg Besi Beton Polos @ Rp, = Rp,


Jumlah Dibulatkan = Rp,9.ad MEMBUAT 1M3 BETON PLAT LUIFEL t = 10 CM K-300

1,00000 m3 Spesi Beton K-300 @ Rp, = Rp,Kg Besi Beton Ulir @ Rp, = Rp,

84,15000 Kg Besi Beton Polos @ Rp, = Rp,12,66700 m2 Bekisting ( 2xPakai ) @ Rp, = Rp,


9.ae MEMBUAT 1M3 BETON PLAT LANTAI t = 12 CM K-3001,00000 m3 Spesi Beton K-300 @ Rp, = Rp,

- Kg Jaring Kawat Baja / Wire Mesh M8-150 @ Rp, = Rp,103,25000 Kg Besi Beton Polos @ Rp, = Rp,


Jumlah Dibulatkan = Rp,9.af MEMBUAT 1M3 BETON PLAT LANTAI TANGGA t = 15 CM K-300

1,00000 m3 Spesi Beton K-300 @ Rp, = Rp,Kg Jaring Kawat Baja / Wire Mesh M8-150 @ Rp, = Rp,

155,02700 Kg Besi Beton Polos @ Rp, = Rp,6,66700 m2 Bekisting ( 2xPakai ) @ Rp, = Rp,


X ANALISA BIAYA KONSTRUKSI PEKERJAAN BAJA10.1 MEMASANG 1Kg BESI PROFIL

a. Bahan1,15000 Kg Besi Profil @ Rp, = Rp,


0,06000 OH Pekerja @ Rp, = Rp,0,06000 OH Tukang Las Konstruksi @ Rp, = Rp,0,00600 OH Kepala Tukang @ Rp, = Rp,0,00300 OH Mandor @ Rp, = Rp,


Jumlah Dibulatkan = Rp,10,2 1m2 MEMASANG USUK RENG GALFALUM

a. Bahan2,4000 M' Profil Usuk UK-75 @ Rp, Rp,5,4000 M' Profil Reng 2a @ Rp, Rp,

21,0000 bh Skrup fixer @ Rp, Rp,Jumlah 1 = Rp,

b. Tenaga0,0600 OH Pekerja @ Rp, Rp,0,0600 OH Tukang Baja Konstruksi @ Rp, Rp,0,0060 OH Kepala Tukang @ Rp, Rp,0,0030 OH Mandor @ Rp, Rp,


Jumlah Dibulatkan = Rp,

XI ANALISA BIAYA KONSTRUKSI PEKERJAAN LISTRIK11,1 Pasang 1 Titik INSTALASI PENERANGAN (NYM - sekualitas Supreme)

15,00000 m' Kabel NYM 2x2,5 mm2 @ Rp, = Rp,1,00000 Bh T Doos @ Rp, = Rp,0,30000 Roll Isolasi Unibell @ Rp, = Rp,1,00000 Titik Upah @ Rp, = Rp,

Jumlah = Rp,11,2 Pasang 1 Titik INSTALASI STOP KONTAK (NYM - sekualitas Supreme)

15,00000 m' Kabel NYM 3x2,5 mm2 @ Rp, = Rp,1,00000 Bh Stop kontak @ Rp, = Rp,1,00000 Bh T Doos @ Rp, = Rp,0,30000 Roll Isolasi Unibell @ Rp, = Rp,1,00000 Titik Upah @ Rp, = Rp,

Jumlah = Rp,11,3 Pasang 1 Titik INSTALASI STOP KONTAK AC (NYM - sekualitas Supreme)

20,00000 m' Kabel NYM 3x2,5 mm2 @ Rp, = Rp,1,00000 Bh Stop kontak @ Rp, = Rp,1,00000 Titik Upah @ Rp, = Rp,

Jumlah = Rp,11,4 Pasang 1 bh Lampu Downlight SL Genie 11-23 Watt (sekwalitas Philips)

1,00000 Bh Lampu SL Genie 18 Watt (sekwalitas Philips) @ Rp, = Rp,1,00000 Bh Armatur downlight sekualitas Zetalux @ Rp, = Rp,1,00000 Ls Upah @ Rp, = Rp,

Jumlah = Rp,11,5 Pasang 1 bh Lampu SL Genie 11-23 Watt (sekwalitas Philips)

1,00000 Bh Lampu SL Genie 11 - 23 Watt (sekwalitas Philips)@ Rp, = Rp,1,00000 Bh Fitting (sekwalitas Broco) @ Rp, = Rp,1,00000 Ls Upah @ Rp, = Rp,

Jumlah = Rp,11,6 Pasang 1 bh Saklar Seri (sekwalitas Broco)

1,00000 Bh Saklar Seri (sekwalitas Broco) @ Rp, = Rp,1,00000 Bh Inbouw Doos @ Rp, = Rp,

Jumlah = Rp,11,7 Pasang 1 bh Saklar Tunggal (sekwalitas Broco)

1,00000 Bh Saklar Tunggal (sekwalitas Broco) @ Rp, = Rp,1,00000 Bh Inbouw Doos @ Rp, = Rp,

Jumlah = Rp,11,8 Pasang 1 bh Stop Kontak Tunggal (sekwalitas Broco)

1,00000 Bh Stop Kontak (sekwalitas Broco) @ Rp, = Rp,1,00000 Bh Inbouw Doos @ Rp, = Rp,1,00000 Ls Upah @ Rp, = Rp,

Jumlah = Rp,11,9 Pasang 1 Unit Panel

1,00000 Bh Box Panel 40x60 cm2 @ Rp, = Rp,24,00000 Bh MCB 1 Phase @ Rp, = Rp,3,00000 Bh Ampere Meter @ Rp, = Rp,3,00000 Bh CT @ Rp, = Rp,1,00000 Bh Volt Meter @ Rp, = Rp,1,00000 Bh Switch Selector @ Rp, = Rp,3,00000 Bh Lampu LED Indikator @ Rp, = Rp,1,00000 Bh NFB @ Rp, = Rp,1,00000 Ls Accesoris @ Rp, = Rp,1,00000 Unit Upah Setting Panel @ Rp, = Rp,

25,00000 Titik Terminasi Instalasi Grouping @ Rp, = Rp,1,00000 Unit Upah Pasang Panel @ Rp, = Rp,

Jumlah = Rp,

11,11 Pasang 1 M' Kabel BC 16 mm2 untuk Grounding Paralel1,05000 m' Kabel BC 16 mm2 @ Rp, = Rp,1,00000 Ls Asesories @ Rp, = Rp,1,00000 m' Upah Kerja @ Rp, = Rp,

Jumlah = Rp,

XII ANALISA BIAYA KONSTRUKSI PEKERJAAN SALURAN KELILING BANGUNAN1 M' MEMBUAT SALURAN BUIS BETON U 30 CM

0,40000 m3 Galian Tanah @ Rp, = Rp,0,04000 m3 Urugan Pasir @ Rp, = Rp,1,00000 Bh Buis Beton U 30 Cm @ Rp, = Rp,0,80000 m2 Pasangan Dinding 1 PC : 3 PS @ Rp, = Rp,1,15000 m2 Plesteran Dinding 1 PC : 3 PS @ Rp, = Rp,2,00000 m' Benangan Sudut @ Rp, = Rp,

Jumlah = Rp,1 M' MEMBUAT SALURAN BATU KALI TEBAL 30 CM

1,10000 m3 Galian Tanah @ Rp, = Rp,0,05000 m3 Urugan Pasir @ Rp, = Rp,0,90000 m3 Pasangan Batu Kali 1 PC : 6 PS @ Rp, = Rp,0,80000 m2 Plesteran Dinding 1 PC : 6 PS @ Rp, = Rp,1,00000 m2 Setrikan Dinding 1 PC : 6 PS @ Rp, = Rp,2,00000 m' Benangan Sudut @ Rp, = Rp,

Jumlah = Rp,1 BH MEMBUAT BAK KONTROL SALURAN BUIS BETON U 30 CM

0,40000 m3 Galian Tanah @ Rp, = Rp,0,04000 m3 Urugan Pasir @ Rp, = Rp,1,00000 Bh Buis Beton U 30 Cm @ Rp, = Rp,0,64000 m2 Pasangan Dinding 1 PC : 3 PS @ Rp, = Rp,0,88000 m2 Plesteran Dinding 1 PC : 3 PS @ Rp, = Rp,3,20000 m' Benangan Sudut @ Rp, = Rp,

Jumlah = Rp,1 BH MEMBUAT 1 BH SEPTICTANK LENGKAP DG TUTUP

6,88000 m3 Galian Tanah @ Rp, = Rp,0,30000 m3 Urugan Pasir @ Rp, = Rp,0,30000 Bh Plat beton Tebal 10 Cm @ Rp, = Rp,

17,60000 m2 Pasangan Dinding 1 PC : 3 PS @ Rp, = Rp,11,60000 m2 Plesteran Dinding 1 PC : 3 PS @ Rp, = Rp,3,20000 m' Benangan Sudut @ Rp, = Rp,

Jumlah = Rp,1 BH MEMBUAT 1 BH SUMUR RESAPAN DG TUTUP

6,03400 m3 Galian Tanah @ Rp, = Rp,0,73000 m3 Urugan Pasir @ Rp, = Rp,0,20000 Bh Plat beton Tebal 10 Cm @ Rp, = Rp,3,80000 m2 Pasangan Dinding 1 PC : 6 PS @ Rp, = Rp,7,60000 m2 Pasangan Dinding tanpa Spesi @ Rp, = Rp,

11,60000 m2 Pasangan Ijuk @ Rp, = Rp,Jumlah = Rp,

Malang, .......................... 2013.Kosultan Perencana

CV. ......................................

NAMA TERANGDirektur

DAFTAR HARGA SATUAN BAHAN DAN UPAH K E G I A T A N : PEMBANGUNAN MADRASAH ALIYAH NEGERI ( MAN ) 3 MALANG. P E K E R J A A N : LANJUTAN PEMBANGUNAN GEDUNG ASRAMA SISWA LANTAI 4.

MAN 3 MALANG. L O K A S I : Jl. BANDUNG No. 7 MALANG.TAHUN ANGGARAN : 2013.NO SATUAN HARGAI1 Pasir urug m2 Pasir pasang halus m3 Pasir cor (beton) kasar m4 Sirtu m5 Batu belah gunung m6 Tenslah Pecah Mesin 2-3 Cm m7 Bata Merah bj8 Portland Semen kg9 Semen Warna kg10 Genteng Nglayur bj11 Genteng Bubung Nglayur bj12 Tegel Keramik 20 x 20 sekualitas Asia KW1 M213 Tegel Keramik 20 x 25 sekualitas Asia KW1 M214 Tegel Keramik 40 x 40 sekualitas Asia KW1 M215 Granit ex cina M216 Batu Andesit 15x30 cm M217 Besi beton polos kg18 Besi beton ulir kg19 Baja Profil kg20 Jaring Kawat Baja / Wire Mesh M8-150 kg21 Smartdek BMT 0,7 mm M222 kawat bendrat kg23 Profil Usuk UK-75 m'24 Profil Reng 2a m'25 Paku Usuk 2" - 4" kg26 Paku eternit kg27 Skup segala ukuran bh28 Angkur Baut HTB 19 mm bh29 Mur Baut HTB 19 mm bh30 Aluminium Profil Kusen 4'' sekualitas Indal m31 Profil Aluminium (Pintu / Jendela) m32 Profil Lis Kaca & Seal Karet m33 Kusen + Daun Pintu PVC Unit (terpasang)34 Eternit ( 1x1 ) lbr35 Gypsumboard t = 9 mm lbr36 Kalsiboard t = 4 mm lbr37 List Plafond Gypsum t = 10 cm m38 Skrup Fixer bh39 Sealant tube40 Rangka Partisi Aluminium C.75.70.0,75 sekualitas Eco steel Bluescop m41 Rangka Partisi U Runner U-51 sekualitas Bluescope m42 Kayu meranti balok m43 Kayu kamper papan m44 Kayu perancah m44 Teakwood 4 mm lbr45 Multiplek 12mm lbr46 Lem kayu kuning kg47 Dolken Kayu Galam, (8-10)cm, panjang 4 m btg48 Kayu Papan Kelas III m49 Kayu Balok Kelas III m50 Minyak Begesting ltr51 Closed duduk Monoblok Sekualitas INA bh52 Wastafel (lengkap) Sekualitas INA bh

HARGA SATUAN BAHANURAIAN

NO SATUAN HARGAHARGA SATUAN BAHAN

URAIAN53 Floor Drain Chrome / stainless steel bh54 Kran Air 1/2" sekualitas ALINCO bh55 Kran Wash pantry 1/2" sekualitas ALINCO bh56 Closed Jongkok Monoblok Sekualitas INA bh57 Jet Sprayer Sekualitas Wasser WS-88TST bh58 Hand Shower Sekualitas Wasser bh58 Pipa PVC AW 1/2" m59 Pipa PVC AW 3/4" m60 Pipa PVC AW 1" m61 Pipa PVC D 2" m62 Pipa PVC D 3" m63 Pipa PVC D 4" m64 Pipa PVC D 6" m65 Tangki Fiber Glass 1 m3 bh66 Kaca Reyben 5 mm m67 Engsel jendela Sekualitas Solid bh68 Engsel jendela Kisman bh69 Engsel pintu Sekualitas Solid bh70 Grendel Tanam Pintu Solid bh71 Grendel Jendela bh72 Kunci Tanam ex Solid bh73 Kunci Kosong / Vebrezyt bh74 Plamir tembok Alkali ICI KG75 Cat tembok water coat Sekualitas ICI / MOWILEXS KG76 Hak angin rendah bh77 Seal Tape bh78 Air ltr79 Plamir tembok Sekualitas buaya kg80 Cat tembok Sekualitas Cathylac kg81 Cat dasar tembok kg82 Menie Besi Zincromate kg83 Vernis Batu Alam Ltr84 Thiner Super Ltr85 Kertas gosok lbr86 Water proofing Coating sekualitas Sika Kg87 Plitur jadi ltr88 Kuas 4" bh89 Kabel NYM 2x2,5 mm2 M90 Kabel NYM 3x2,5 mm2 M91 Kabel Ground Panel BC 16 mm2 sekualitas Supreme M'92 T Doos bh93 Isolasi Roll94 TL 2x18 W (sekw.Philips) + Armature RMI (sekw.Artolite) bh95 Lampu SL Genie 13 - 23 Watt (sekwalitas Philips) bh96 Fitting (sekwalitas Broco) bh97 Armatur downlight sekualitas Zetalux bh98 Stop Kontak (sekwalitas Broco) bh99 Inbouw Doos bh100 Saklar Seri (sekwalitas Broco) bh101 Saklar Tunggal (sekwalitas Broco) bh102 Box Panel 40x60 cm2 bh103 MCB 1 Phase bh104 Lampu LED Indikator bh105 NFB bh106 Ampere Meter bh107 CT bh108 Volt Meter bh109 Switch Selector bh

NO SATUAN HARGAHARGA SATUAN BAHAN

URAIANII1 Pekerja Org/Hr2 Tukang batu Org/Hr3 Tukang kayu Org/Hr4 Tukang cat Org/Hr5 Tukang besi Org/Hr6 Tukang plitur Org/Hr7 Tukang gali Org/Hr8 Tukang pipa Org/Hr9 Kepala tukang batu Org/Hr10 Kepala tukang kayu Org/Hr11 Kepala tukang cat Org/Hr12 Kepala tukang plitur Org/Hr13 Mandor Org/Hr

Malang, .......................... 2013.Kosultan Perencana

CV. ......................................

NAMA TERANGJabatan

HARGA SATUAN UPAH KERJA

REKAPR STRR ARSAnalisBhn&UphBc AR TGGABc SRABHGUMdn pintu bru

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