An Alisa

DAFTAR ANALISA HARGA SATUAN PEKERJAAN

KEGIATAN : UNIVERSITAS NEGERI MALANG PEKERJAAN : PERENCANAAN BELANJA MODAL GEDUNG DAN BANGUNAN

BERUPA PEMBANGUNAN FAKULTAS ILMU SOSIAL TAHAP I LOKASI : JL. SEMARANG No. 5 MALANG TAHUN ANGGARAN : 2011

I ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN1 M2 MEMBERSIHKAN LAPANGAN DAN PERALATAN

1.1 0.05000 OH Pekerja @ 0.02500 OH Mandor @

1.2 1 M' PEKERJAAN PENGUKURAN DAN PEMASANGAN BOWPLANKa. Bahan

0.01200 m3 Kayu Balok Kelas III @ 0.02000 kg Paku 2" - 5" @ 0.00700 m3 Kayu Papan Kelas III @

b. Tenaga 0.10000 OH Pekerja @ 0.10000 OH Tukang Kayu @ 0.01000 OH Kepala Tukang @ 0.00500 OH Mandor @

1.3 1 M3 PEMBUANGAN BEKAS BONGKARAN KELUAR LOKASI PEKERJAAN 0.51600 OH Pekerja 0.05000 OH Mandor

PEMBUANGAN TANAH KELUAR =

II ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH2.1 1 M' PENGEBORAN TANAH DIAMETER 40 CM

0.75000 OH Pekerja @ 0.35500 OH Tukang Gali @ 0.03500 OH Mandor @

2.2 1 M3 GALIAN TANAH BIASA 0.75000 OH Pekerja @ 0.02500 OH Mandor @

2.3 1 M3 URUGAN KEMBALI 0.25000 OH Pekerja @ 0.00800 OH Mandor @

2.4 1 M3 URUGAN PASIRa. Bahan

1.20000 m3 Pasir Urug @

b. Tenaga 0.30000 OH Pekerja @ 0.01000 OH Mandor @

2.5 1 M3 URUGAN TANAHa. Bahan

1.20000 m3 Pasir Urug @

b. Tenaga 0.30000 OH Pekerja @ 0.01000 OH Mandor @

III ANALISA BIAYA KONSTRUKSI PEKERJAAN PASANGAN & PLESTERAN3.1 1 M3 PASANGAN BATU KOSONG / AANSTAMPING

a. Bahan 1.20000 m3 Batu Belah 15/20 cm @ 0.43200 m3 Pasir Urug @

b. Tenaga 0.78000 OH Pekerja @ 0.39000 OH Tukang Batu @ 0.03900 OH Kepala Tukang @ 0.03900 OH Mandor @

3.2 1 M3 PEMASANGAN PONDASI BATU BELAH 1 PC : 6 PSa. Bahan

1.20000 m3 Batu Belah 15/20 cm @ 117.00000 kg Semen Portland @ 0.56100 m3 Pasir Pasang @


3.3 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA 1 PC : 3 PSa. Bahan

70.00000 bh Bata Merah 5x11x22 cm @ 14.37000 kg Semen Portland @ 0.04000 m3 Pasir Pasang @


3.4 1 M2 PASANGAN BATA MERAH 1/2 BATA 1 PC : 6 PSa. Bahan



3.5 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA 1 PC : 3 PSa. Bahan



3.6 1 M2 PLESTERAN TASRAM 1 PC : 3 PS TEBAL 15 mma. Bahan

7.77600 kg Semen PC @ 0.02300 m3 Pasir Pasang @


3.7 1 M2 PLESTERAN 1 PC : 6 PS TEBAL 15 mma. Bahan



3.8 1 M' PEKERJAAN BENANGAN SUDUT / COL - COLANa. Bahan



IV ANALISA BIAYA KOSTRUKSI PEKERJAAN KAYU / KONSTRUKSI ATAP4.1 1 M2 PASANG RANGKA LANGIT - LANGIT 60 x 180 cm KAYU MERANTI

a. Bahan 0.01925 m3 Kayu Meranti Balok @ 0.10000 kg Paku Biasa 2" - 5" @


4.2 MEMASANG 1 M2 PENUTUP PLAFOND GYPSUMBOARD 9 MMa. Bahan

0.38194 lbr Gypsumboard 9 mm @ 0.01000 m3 Paku Eternit @


4.3 MEMASANG 1 M' PASANG LIST GYPSUM 12 CMa. Bahan

1.05000 lbr List Gypsum 12 CM @ 0.10000 m3 Lem Kayu @

b. Tenaga 0.00600 OH Pekerja @ 0.05000 OH Tukang Kayu @ 0.00300 OH Mandor @

4.4 MEMASANG 1 M2 DAUN PINTU DOUBLE TEAKWOOD 4 MM, RANGKA KAYU KAMPERa. Bahan

0.01960 m3 Kayu Kamper Papan @ 0.03000 kg Paku Biasa 1/2" - 1" @ 0.30000 kg Lem Kayu @ 1.00000 lbr Teakwood 4 mm @


a. 1 bh DAUN PINTU UKURAN 80 x 220 CM 1.82040 m2 Daun Pintu Double Teakwood @

b. 1 bh DAUN PINTU UKURAN 70 x 220 CM 1.59840 m2 Daun Pintu Double Teakwood @

c. 1 bh DAUN PINTU UKURAN 60 x 220 CM 1.37640 m2 Daun Pintu Double Teakwood @ 0.12750 m2 Kaca Polos 5 mm @

4.5 1 BH PASANG KUNCI TANAMa. Bahan

1.00000 bh Kunci Tanam 2x Putar "Solid" @

b. Tenaga 0.01000 OH Pekerja @

0.50000 OH Tukang Kayu @ 0.01000 OH Kepala Tukang @ 0.00500 OH Mandor @

4.6 1 BH PASANG KUNCI KM / WCa. Bahan

1.00000 bh Kunci KM / WC @


4.8 1 M2 PASANG KACA POLOS TEBAL 5 MMa. Bahan

1.10000 m2 Kaca 5 mm @


4.9 1 BH PASANG ENGSEL PINTUa. Bahan

1.00000 bh Engsel Pintu @


4.10 1 SET PASANG GRENDEL TANAMa. Bahan

1.00000 bh Grendel Tanam @


4.11 PASANG ENGSEL CASEMENTa. Bahan

1.00000 bh Engsel Casement @


4.12 1 BH PASANG GRENDEL JENDELAa. Bahan

1.00000 bh Grendel Jendela @


V ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI5.1 MEMASANG 1 M2 LANTAI KERAMIK 40 x 40

a. Bahan 1.10000 m2 Keramik 40 x 40 @ 10.00000 kg Semen Portland @ 0.04500 m3 Pasir Pasang @

1.50000 kg Semen Warna @


5.2 MEMASANG 1 M' STEPNOSING 7 x 40 cma. Bahan

2.70000 bh Stepnosing 7 x 40 cm @ 1.00000 kg Semen Portland @ 0.00450 m3 Pasir Pasang @ 0.15000 kg Semen Warna @


5.3 1 M2 PASANG KERAMIK 20 x 20a. Bahan

1.10000 bh Ubin Keramik 20 x 20 cm @ 10.40000 kg Semen Portland @ 0.04500 m3 Pasir Pasang @ 1.62000 kg Semen Warna @


5.4 1 M2 PASANG KERAMIK DINDING 20 x 25a. Bahan

1.10000 bh Ubin Keramik 20 x 25 cm @ 10.40000 kg Semen Portland @ 0.04500 m3 Pasir Pasang @ 1.62000 kg Semen Warna @


VI ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN6.1 1 M2 PENGECATAN TEMBOK BARU DENGAN CAT INTERIOR

a. Bahan 0.10000 kg Plamir @ 0.10000 kg Cat Dasar @ 0.26000 kg Cat Penutup 2x @

b. Tenaga 0.02000 OH Pekerja @ 0.06300 OH Tukang Cat @ 0.00630 OH Kepala Tukang @ 0.00250 OH Mandor @

6.2 1 M2 PEKERJAAN PLITURANa. Bahan

0.52200 ltr Politur Jadi @ 2.00000 lbr Kertas Gosok @

b. Tenaga 0.06000 OH Tukang Plitur @ 0.01600 OH Kepala Tukang @ 0.00250 OH Mandor @

6.3 1 M2 PENGECATAN KAYU DENGAN MENIEa. Bahan

0.10000 kg Menie Kayu @ 0.01000 kg Kuas @

b. Tenaga 0.01000 OH Pekerja @ 0.07500 OH Tukang Cat @ 0.01000 OH Mandor @

VII ANALISA BIAYA KONSTRUKSI PEKERJAAN PIPA & SANITAIR7.1 PASANG 1 M' PIPA PVC TYPE D Dia. 1"

a. Bahan 1.20000 bh Pipa PVC Type AW dia. 1" @

35% % Perlengkapan @

b. Tenaga 0.08100 OH Pekerja @ 0.13500 OH Tukang Pipa @ 0.01350 OH Kepala Tukang @ 0.00410 OH Mandor @

7.2 PASANG 1 M' PIPA PVC TYPE AW Dia. 1/2"a. Bahan

1.20000 bh Pipa PVC Type AW dia. 1/2" @35% % Perlengkapan @


7.3 PASANG 1 M' PIPA PVC TYPE D Dia. 3"a. Bahan

1.20000 bh Pipa PVC Type D dia. 3" @35% % Perlengkapan @


7.4 PASANG 1 M' PIPA PVC TYPE D Dia. 4"a. Bahan

1.20000 bh Pipa PVC Type D dia. 4" @35% % Perlengkapan @


7.5 PASANG PIPA PVC TYPE AW Dia. 6"a. Bahan

1.20000 bh Pipa PVC Type AW dia. 6" @ 35.00000 % Perlengkapan @


7.6 PASANG 1 BH CLOSED DUDUKa. Bahan

1.00000 bh Closed Duduk Monoblock @6% % Perlengkapan Dari Harga Closed @


1.10000 OH Tukang Batu @ 0.00100 OH Kepala Tukang @ 0.16000 OH Mandor @

7.7 PASANG 1 BH WASHTAFELa. Bahan

1.00000 bh Washtafel @12% % Perlengkapan @

6.00000 kg Semen Portland @ 0.01000 m3 Pasir Pasang @


7.8 PASANG 1 BH URINOIRa. Bahan

1.00000 bh Urinoir @30% % Perlengkapan @

6.00000 kg Semen Portland @ 0.01000 m3 Pasir Pasang @


7.9 PASANG 1 BH TOILET SPRAYERa. Bahan

1.00000 bh Jet Sprayer @ 0.02500 bh Seal Tape @

b. Tenaga

0.01000 OH Pekerja @ 0.10000 OH Tukang Batu @ 0.01000 OH Kepala Tukang @ 0.00500 OH Mandor @

7.10 PASANG 1 BH STOP KRAN DIAMETER 1"a. Bahan

1.00000 bh Stop Kran 1" @ 0.02500 bh Seal Tape @


7.11 PASANG 1 BH KRAN DIAMETER 1/2"a. Bahan

1.00000 bh Kran Air 1/2" @ 0.02500 bh Seal Tape @


7.12 1 BH PASANG FLOOR DRAINa. Bahan

1.00000 bh Floor Drain @


7.13 PASANG 1 M' BUIS BETON U-30 CMa. Bahan

1.10000 bh Buis Beton U-30 @ 99.00000 bh Batu Bata @ 10.30000 kg Semen Portland @ 0.06100 m3 Pasir Pasang @ 0.06900 m3 Pasir Urug @


7.14 PASANG 1 BH BAK KONTROL uk. 45 x 45 x 50 cma. Bahan

0.25000 m3 Batu Bata @ 77.00000 kg Semen Portland @ 0.13000 m3 Pasir Pasang @ 0.02000 m3 Batu Kerikil @ 2.60000 kg Besi Beton @ 0.09000 m3 Pasir Beton @


VIII ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON8.1

a. Bahan 247.00000 kg Semen Portland @ 869.00000 kg Pasir Beton @ 999.00000 kg Kerikil / Tenslah 2/3 @ 215.00000 ltr Air @

MEMBUAT 1 M3 BETON MUTU fc = 7,4 Mpa ( K.100 ), SLUMP ( 12 ± 2 ) cm, W/C = 0,87


8.2a. Bahan

326.00000 kg Semen Portland @ 760.00000 kg Pasir Beton @ 1,029.00000 kg Kerikil / Tenslah 2/3 @ 215.00000 ltr Air @


8.3a. Bahan

413.00000 kg Semen Portland @ 681.00000 kg Pasir Beton @ 1,021.00000 kg Kerikil / Tenslah 2/3 @ 215.00000 ltr Air @


8.4 PEMBESIAN 10 KG BESI POLOSa. Bahan

10.50000 kg Besi Beton Polos @

MEMBUAT 1 M3 BETON MUTU fc = 14,5 Mpa ( K. 175 ), SLUMP ( 12 ± 2 ) cm, W/C = 0,66

MEMBUAT 1 M3 BETON MUTU fc = 26,4 Mpa ( K. 300 ), SLUMP ( 12 ± 2 ) cm, W/C = 0,52

0.15000 kg Kawat Beton @

b. Tenaga 0.07000 OH Pekerja @ 0.07000 OH Tukang Besi @ 0.00700 OH Kepala Tukang @ 0.00400 OH Mandor @

8.5 PEMBESIAN 10 KG BESI ULIRa. Bahan

10.50000 kg Besi Beton Ulir @ 0.15000 kg Kawat Beton @

b. Tenaga 0.07000 OH Pekerja @ 0.07000 OH Tukang Besi @ 0.00700 OH Kepala Tukang @ 0.00400 OH Mandor @

8.6 MEMASANG 1 M2 BEGESTING UNTUK PONDASIa. Bahan

0.04000 m3 Kayu Papan Kelas III @ 0.30000 kg Paku 5 - 10 cm @ 0.10000 ltr Minyak Begesting @


8.7 MEMASANG 1 M2 BEGESTING UNTUK SLOOFa. Bahan

0.04500 m3 Kayu Papan Kelas III @ 0.30000 kg Paku 5 - 10 cm @ 0.10000 ltr Minyak Begesting @


8.8 MEMASANG 1 M2 BEGESTING UNTUK KOLOMa. Bahan

0.40000 kg Paku 5 - 10 cm @ 0.20000 ltr Minyak Begesting @ 0.01500 m3 Kayu Balok Kelas III @ 0.35000 ltr Playwood Tebal 12 mm @ 2.00000 btg @


8.9 MEMASANG 1 M2 BEGESTING UNTUK BALOKa. Bahan



8.10 MEMASANG 1 M2 BEGESTING UNTUK LANTAI

Dolken Kayu Galam, Ø ( 8 - 10 ) cm, Panjang 4 m


a. Bahan 0.40000 kg Paku 5 - 10 cm @ 0.20000 ltr Minyak Begesting @ 0.01500 m3 Kayu Balok Kelas III @ 0.35000 ltr Playwood Tebal 12 mm @ 6.00000 btg @


8.11 MEMASANG 1 M2 BEGESTING UNTUK TANGGAa. Bahan



8.12 MEMASANG 1 M2 BEGESTING UNTUK DINDINGa. Bahan

0.40000 kg Paku 5 - 10 cm @ 0.20000 ltr Minyak Begesting @ 0.02000 m3 Kayu Balok Kelas III @ 0.35000 ltr Playwood Tebal 12 mm @ 3.00000 btg @ 4.00000 bh Formite / Spacer Penjaga Jarak @





0.33000 OH Tukang Kayu @ 0.03300 OH Kepala Tukang @ 0.03300 OH Mandor @

8.a MEMBUAT 1 M3 BETON STROUSS Dia. 40 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 91.18252 kg Besi Beton Ulir @ 46.80000 kg Besi Beton Polos @ - m2 Bekisting 2x Pakai @

8.b MEMBUAT 1 M3 BETON POER TYPE P1 320 x 625 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 159.62111 kg Besi Beton Ulir @ - kg Besi Beton Polos @ 0.88200 m2 Bekisting 2x Pakai @

8.c MEMBUAT 1 M3 BETON POER TYPE P2 200 x 625 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 174.29998 kg Besi Beton Ulir @ - kg Besi Beton Polos @ 1.23200 m2 Bekisting 2x Pakai @

8.d MEMBUAT 1 M3 BETON POER TYPE P3 200 x 320 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 187.76665 kg Besi Beton Ulir @ - kg Besi Beton Polos @ 1.51667 m2 Bekisting 2x Pakai @

8.e MEMBUAT 1 M3 BETON POER TYPE P4 200 x 200 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 203.38378 kg Besi Beton Ulir @ - kg Besi Beton Polos @ 1.86667 m2 Bekisting 2x Pakai @

8.f MEMBUAT 1 M3 BETON POER TYPE P5 80 x 150 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 281.47647 kg Besi Beton Ulir @ - kg Besi Beton Polos @ 3.57778 m2 Bekisting 2x Pakai @

8.g MEMBUAT 1 M3 BETON PONDASI TANGGA 196 x 125 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 123.83311 kg Besi Beton Ulir @ - kg Besi Beton Polos @ 2.91156 m2 Bekisting 2x Pakai @

8.h MEMBUAT 1 M3 BETON PONDASI LIFT 440 x 400 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 164.58131 kg Besi Beton Ulir @ 2.26545 kg Besi Beton Polos @ 0.89091 m2 Bekisting 2x Pakai @

8.i MEMBUAT 1 M3 BETON SLOOF 20 x 30 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 109.20000 kg Besi Beton Ulir @ 142.41500 kg Besi Beton Polos @ 10.00000 m2 Bekisting 2x Pakai @

8.j MEMBUAT 1 M3 BETON SLOOF 15 x 20 CM MUTU BETON K.175 1.00000 m3 Spesi Beton K.300 @ - kg Besi Beton Ulir @ 164.40333 kg Besi Beton Polos @ 13.33333 m2 Bekisting 2x Pakai @

8.k MEMBUAT 1 M3 BETON KOLOM TYPE K1 70/70 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 196.40689 kg Besi Beton Ulir @ 63.26531 kg Besi Beton Polos @

5.71429 m2 Bekisting 2x Pakai @

8.l MEMBUAT 1 M3 BETON KOLOM TYPE K2 50/70 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 146.65048 kg Besi Beton Ulir @ 74.40000 kg Besi Beton Polos @ 6.85714 m2 Bekisting 2x Pakai @

8.m MEMBUAT 1 M3 BETON KOLOM TYPE K3 50/50 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 134.24600 kg Besi Beton Ulir @ 67.65440 kg Besi Beton Polos @ 6.40000 m2 Bekisting 2x Pakai @

8.n MEMBUAT 1 M3 BETON KOLOM TYPE K4 40/40 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 61.42500 kg Besi Beton Ulir @ 52.91125 kg Besi Beton Polos @ 10.00000 m2 Bekisting 2x Pakai @

8.o MEMBUAT 1 M3 BETON KOLOM PRAKTIS CM MUTU BETON K.175 1.00000 m3 Spesi Beton K.300 @ - kg Besi Beton Ulir @ 149.22222 kg Besi Beton Polos @ 13.33333 m2 Bekisting 2x Pakai @

8.p MEMBUAT 1 M3 BETON BALOK TYPE B1 45/100 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 206.73644 kg Besi Beton Ulir @ 51.22444 kg Besi Beton Polos @ 4.91111 m2 Bekisting 2x Pakai @

8.q MEMBUAT 1 M3 BETON BALOK TYPE B2 30/70 CM MUTU BETON K.300

1.00000 m3 Spesi Beton K.300 @ 193.72976 kg Besi Beton Ulir @ 40.86095 kg Besi Beton Polos @ 6.95238 m2 Bekisting 2x Pakai @

8.r MEMBUAT 1 M3 BETON BALOK TYPE B3 30/50 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 171.09222 kg Besi Beton Ulir @ 43.97867 kg Besi Beton Polos @ 7.06667 m2 Bekisting 2x Pakai @

8.s MEMBUAT 1 M3 BETON BALOK TYPE B4 20/40 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 102.37500 kg Besi Beton Ulir @ 57.66000 kg Besi Beton Polos @ 9.50000 m2 Bekisting 2x Pakai @

8.t MEMBUAT 1 M3 BETON BALOK LATEI 15 x 20 CM MUTU BETON K.175 1.00000 m3 Spesi Beton K.300 @ - kg Besi Beton Ulir @ 158.14000 kg Besi Beton Polos @ 13.33333 m2 Bekisting 2x Pakai @

8.u MEMBUAT 1 M3 BETON PLAT LANTAI t = 12 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ - kg Besi Beton Ulir @ 127.31500 kg Besi Beton Polos @ 8.33333 m2 Bekisting 2x Pakai @

8.v MEMBUAT 1 M3 BETON PLAT LUIFEL t = 10 CM MUTU BETON K.175 1.00000 m3 Spesi Beton K.300 @ - kg Besi Beton Ulir @ 58.62400 kg Besi Beton Polos @ 10.00000 m2 Bekisting 2x Pakai @

8.w MEMBUAT 1 M3 BETON DINDING RUMAH LIFT t = 30 CM MUTU BETON K. 300 1.00000 m3 Spesi Beton K.300 @ 87.36000 kg Besi Beton Ulir @ - kg Besi Beton Polos @ 6.66667 m2 Bekisting 2x Pakai @

8.x MEMBUAT 1 M3 BETON PLAT TANGGA t = 15 CM MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 101.92000 kg Besi Beton Ulir @ 87.22000 kg Besi Beton Polos @ 6.66667 m2 Bekisting 2x Pakai @

8.z MEMBUAT 1 M3 BETON ANAK TANGGA , MUTU BETON K.300 1.00000 m3 Spesi Beton K.300 @ 101.92000 kg Besi Beton Ulir @ 87.22000 kg Besi Beton Polos @ 6.66667 m2 Bekisting 2x Pakai @

IX ANALISA BIAYA KONSTRUKSI PEKERJAAN ALUMINIUM & BAJA9.1 MEMASANG 1 M' KUSEN PINTU / JENDELA ALUMINIUM

a. Bahan 1.10000 m' Profil Aluminium 4" @ 2.00000 bh Skrup Fixer @ 0.06000 kg Sealant @

b. Tenaga 0.04300 OH Pekerja @ 0.04300 OH Tukang Besi Konstruksi @ 0.00430 OH Kepala Tukang @ 0.00210 OH Mandor @

9.2 MEMBUAT 1 M2 FRAME PINTU / JENDELA KACA RANGKA ALUMINIUMa. Bahan

4.40000 m' Profil Aluminium ( Pintu / Jendela ) @

4.00000 m' Profil Lis Kaca @ 0.06000 Tube Sealant @

b. Tenaga 0.14300 OH Pekerja @ 0.14300 OH Tukang Besi Konstruksi @ 0.01430 OH Kepala Tukang @ 0.00210 OH Mandor @

b. 1 bh Daun Jendela Aluminium, uk. 52 x 142 cm 0.73840 m2 Frame Jendela @ 0.58960 m2 Kaca 5 mm @ 1.00000 Ls Alat Bantu @

c. 1 bh Daun Jendela Aluminium, uk. 90 x 98 cm 0.88200 m2 Frame Jendela @ 0.65600 m2 Kaca 5 mm @ 1.00000 Ls Alat Bantu @

X ANALISA BIAYA PEKERJAAN INSTALASI LISTRIK10.1 TL 2 x 18 W Arm. Type RM 300 GLOSS 2 x 18 ALML ( Artolite )

2.00000 bh Lampu TL 18 watt ( Philips ) @ 2.00000 bh Trafo TL 18 watt ( Philips ) @ 2.00000 bh Kapasitor Lampu TL 18 watt ( Philips ) @ 1.00000 bh Armature Type RMO 2 x 18 watt ( Artolite ) @ 1.00000 Ls Accesoris ( Isolasi, Terminal, Kabel, dll ) @ 1.00000 bh Upah @

10.2 TL 18 W Arm. TYPE RMO 1 x 18 ( Artolite ) 1.00000 bh Lampu TL 18 watt ( Philips ) @ 1.00000 bh Trafo TL 18 watt ( Philips ) @ 1.00000 bh Kapasitor Lampu TL 18 watt ( Philips ) @ 1.00000 bh Armature Type RMO 2 x 18 watt ( Artolite ) @ 1.00000 Ls Accesoris ( Isolasi, Terminal, Kabel, dll ) @ 1.00000 bh Upah @

10.3 Lp. SL-Genie 18 W Armature Type CD 5 BF RM ( Artolite )

1.00000 bh SL-Genie 18 W ( Philips ) @ 1.00000 bh Armature Down Light ( Artolite ) @ 1.00000 unit Upah @

10.4 Lp. SL-Tornado 18 W Armature Type SM Q 5 ( Artolite ) 1.00000 bh Lampu SL-Tornado 18 W ( Philips ) @ 1.00000 bh Armature Down Light ( Artolite ) @ 1.00000 unit Upah @

10.5 Lp. SL-Genie 8 W ( Philips ) 1.00000 bh Lampu SL-Genie 18 W ( Philips ) @ 1.00000 bh Fitting Lampu ( Broco ) @

10.6 SL-Genie 8 W ( Kuning ) Arm. Type E0207 WL ELLIPS ( Artolite ) 1.00000 bh Lampu SL-Genie Warna Kuning 8 W ( Philips ) @ 1.00000 bh Armature Lampu Dinding ( Artolite ) @ 1.00000 unit Upah @

10.7 Lampu Spot Light Halogen 250 W Arm. Type AMLC ( Artolite ) 1.00000 bh Lampu Halogen 250 Watt ( Philips ) @ 1.00000 bh Armature Lampu Spot Light Type AMLC ( Artolite ) @ 1.00000 bh Bracket Plat Lampu Spot @ 1.00000 unit Upah @

10.8 Lampu Spot Light PAR 120 W Arm. Type SS 2 E 27 ( Artolite ) 1.00000 bh Lampu PAR 38 - 120 W ( Philips ) @ 1.00000 bh Armature Lampu Spot Light Type SS 2 E 27 ( Artolite ) @ 1.00000 unit Upah @

10.9 PASANG TITIK INSTALASI PENERANGAN 15.00000 m' Kabel NYM 2 x 2.5 mm2 ( Supreme ) @ 3.00000 m' Pipa PVC 5/8" ( Maspion ) @ 1.00000 bh Inbouw Doos @ 1.00000 bh Tee Doos @ 1.00000 Ls Accessories ( Isolasi, Lasdop, Klem, Dll ) @ 1.00000 Titik Upah @

10.10 PASANG TITIK INSTALASI STOP KONTAK 400 VA ( NYM - SUPREME )

15.00000 m' Kabel NYM 3 x 2.5 mm2 @ 3.00000 m' Pipa PVC 5/8" ( Maspion ) @ 1.00000 bh Inbouw Doos @ 1.00000 bh Tee Doos @ 1.00000 Ls Accessories ( Isolasi, Lasdop, Klem, Dll ) @ 1.00000 Titik Upah @

10.11 PASANG PANEL LANTAI 1 1.00000 bh Box Panel 50 x 70 cm2 ( SAKA ) @ 27.00000 bh MCB 1 Phase ( MG ) @ 3.00000 bh Lampu LED Indikator @ 1.00000 bh Volt Meter @ 1.00000 bh Switch Selector @ 3.00000 bh NFB ( MG ) @ 1.00000 Ls Accessories @ 1.00000 unit Upah Setting Panel @ 28.00000 Titik Terminasi Instalasi Grouping @ 1.00000 unit Upah Pasang Panel @

10.12 PASANG KABEL ANTAR PANEL 1.00000 m' Kabel NYY 4 x 10 mm2 ( Supreme ) @ 1.00000 Ls Accessories ( Klem, dll ) @ 1.00000 m' Upah Pasang Kabel @

10.13 PASANG GROUNDING 7.50000 m' Kabel BC 16 mm2 @ 5.00000 m' @ 1.00000 bh Split Tembaga @ 1.00000 btg Timah @ 3.00000 m' Upag Bor Grounding @ 1.00000 unit Upah Setting Grounding @

Malang, Juli 2011Kontraktor

Direktur

Pipa Galvanis Ø 1.5" ( B )

575641.7793 ,2

: PERENCANAAN BELANJA MODAL GEDUNG DAN BANGUNAN BERUPA PEMBANGUNAN FAKULTAS ILMU SOSIAL TAHAP I

Rp 32,500.00 Rp 1,625.00 Rp 60,000.00 Rp 1,500.00

Jumlah = Rp 3,125.00

Rp 2,300,000.00 Rp 27,600.00 Rp 10,500.00 Rp 210.00 Rp 950,000.00 Rp 6,650.00

Jumlah 1 = Rp 34,460.00

Rp 32,500.00 Rp 3,250.00 Rp 38,500.00 Rp 3,850.00 Rp 47,500.00 Rp 475.00 Rp 60,000.00 Rp 300.00

Jumlah 2 = Rp 7,875.00 Jumlah 1 + Jumlah 2 = Rp 42,335.00

Rp 32,500.00 Rp 16,770.00 Rp 60,000.00 Rp 3,000.00

Jumlah = Rp 19,770.00 PEMBUANGAN TANAH KELUAR =

ONGKOS ANGKUT / M3 = Rp 19,770.00

Rp 32,500.00 Rp 24,375.00 Rp 38,500.00 Rp 13,667.50 Rp 60,000.00 Rp 2,100.00

Jumlah = Rp 40,142.50

Rp 32,500.00 Rp 24,375.00 Rp 60,000.00 Rp 1,500.00

Jumlah = Rp 25,875.00

Rp 32,500.00 Rp 8,125.00 Rp 60,000.00 Rp 480.00

Jumlah = Rp 8,605.00

Rp 88,000.00 Rp 105,600.00 Jumlah 1 = Rp 105,600.00

Rp 32,500.00 Rp 9,750.00 Rp 60,000.00 Rp 600.00


Rp 88,000.00 Rp 105,600.00 Jumlah 1 = Rp 105,600.00

Rp 32,500.00 Rp 9,750.00 Rp 60,000.00 Rp 600.00


Rp 85,000.00 Rp 102,000.00 Rp 88,000.00 Rp 38,016.00

Jumlah 1 = Rp 140,016.00

Rp 32,500.00 Rp 25,350.00 Rp 38,500.00 Rp 15,015.00 Rp 47,500.00 Rp 1,852.50 Rp 60,000.00 Rp 2,340.00

Jumlah 2 = Rp 44,557.50

Jumlah 1 + Jumlah 2 = Rp 184,573.50

Rp 85,000.00 Rp 102,000.00 Rp 1,125.00 Rp 131,625.00 Rp 83,000.00 Rp 46,563.00

Jumlah 1 = Rp 280,188.00



Rp 350.00 Rp 24,500.00 Rp 1,125.00 Rp 16,166.25 Rp 83,000.00 Rp 3,320.00

Jumlah 1 = Rp 43,986.25



Rp 350.00 Rp 24,500.00 Rp 1,125.00 Rp 9,360.00 Rp 83,000.00 Rp 4,067.00

Jumlah 1 = Rp 37,927.00


Jumlah 2 = Rp 14,975.00

Jumlah 1 + Jumlah 2 = Rp 52,902.00

Rp 350.00 Rp 49,000.00 Rp 1,125.00 Rp 48,937.50 Rp 83,000.00 Rp 6,640.00

Jumlah 1 = Rp 104,577.50

Rp 32,500.00 Rp 19,500.00 Rp 38,500.00 Rp 7,700.00 Rp 47,500.00 Rp 950.00 Rp 60,000.00 Rp 1,800.00


Rp 1,125.00 Rp 8,748.00 Rp 83,000.00 Rp 1,909.00

Jumlah 1 = Rp 10,657.00



Rp 1,125.00 Rp 4,968.00 Rp 83,000.00 Rp 2,241.00

Jumlah 1 = Rp 7,209.00



Rp 1,125.00 Rp 1,485.00 Rp 83,000.00 Rp 498.00

Jumlah 1 = Rp 1,983.00



Rp 2,300,000.00 Rp 44,275.00 Rp 10,500.00 Rp 1,050.00

Jumlah 1 = Rp 45,325.00



Rp 165,000.00 Rp 63,020.10 Rp 15,250.00 Rp 152.50

Jumlah 1 = Rp 63,172.60

Rp 32,500.00 Rp 975.00 Rp 38,500.00 Rp 2,695.00 Rp 47,500.00 Rp 332.50 Rp 60,000.00 Rp 240.00


Rp 3,500.00 Rp 3,675.00 Rp 11,000.00 Rp 1,100.00

Jumlah 1 = Rp 4,775.00

Rp 32,500.00 Rp 195.00 Rp 38,500.00 Rp 1,925.00 Rp 60,000.00 Rp 180.00


Rp 2,500,000.00 Rp 49,000.00 Rp 10,500.00 Rp 315.00 Rp 12,000.00 Rp 3,600.00 Rp 85,000.00 Rp 85,000.00

Jumlah 1 = Rp 137,915.00



Rp 245,715.00 Rp 447,299.59

Rp 245,715.00 Rp 392,750.86

Rp 245,715.00 Rp 338,202.13 Rp 63,000.00 Rp 8,032.50

Jumlah = Rp 346,234.63

Rp 66,000.00 Rp 66,000.00 Jumlah 1 = Rp 66,000.00

Rp 32,500.00 Rp 325.00

Rp 38,500.00 Rp 19,250.00 Rp 47,500.00 Rp 475.00 Rp 60,000.00 Rp 300.00


Rp 82,000.00 Rp 82,000.00 Jumlah 1 = Rp 82,000.00



Rp 63,000.00 Rp 69,300.00 Jumlah 1 = Rp 69,300.00



Rp 50,000.00 Rp 50,000.00 Jumlah 1 = Rp 50,000.00



Rp 66,000.00 Rp 66,000.00 Jumlah 1 = Rp 66,000.00



Rp 24,000.00 Rp 24,000.00 Jumlah 1 = Rp 24,000.00



Rp 46,000.00 Rp 46,000.00 Jumlah 1 = Rp 46,000.00



Rp 93,000.00 Rp 102,300.00 Rp 1,125.00 Rp 11,250.00 Rp 83,000.00 Rp 3,735.00

Rp 1,850.00 Rp 2,775.00 Jumlah 1 = Rp 120,060.00




Jumlah 1 = Rp 69,276.00




Jumlah 1 = Rp 104,782.00




Jumlah 1 = Rp 113,032.00



Rp 16,000.00 Rp 1,600.00 Rp 15,000.00 Rp 1,500.00 Rp 65,000.00 Rp 16,900.00

Jumlah 1 = Rp 20,000.00



Rp 45,000.00 Rp 23,490.00 Rp 3,500.00 Rp 7,000.00

Jumlah 1 = Rp 30,490.00

Rp 38,500.00 Rp 2,310.00 Rp 47,500.00 Rp 760.00 Rp 60,000.00 Rp 150.00


Rp 16,500.00 Rp 1,650.00 Rp 4,000.00 Rp 40.00

Jumlah 1 = Rp 1,690.00

Rp 32,500.00 Rp 325.00 Rp 38,500.00 Rp 2,887.50 Rp 60,000.00 Rp 600.00


Rp 7,000.00 Rp 8,400.00 Rp 8,400.00 Rp 2,940.00

Jumlah 1 = Rp 11,340.00



Rp 4,000.00 Rp 4,800.00 Rp 4,800.00 Rp 1,680.00

Jumlah 1 = Rp 6,480.00



Rp 16,500.00 Rp 19,800.00 Rp 19,800.00 Rp 6,930.00

Jumlah 1 = Rp 26,730.00



Rp 25,000.00 Rp 30,000.00 Rp 30,000.00 Rp 10,500.00

Jumlah 1 = Rp 40,500.00



Rp 87,000.00 Rp 104,400.00 Rp 36,540.00 Rp 1,278,900.00

Jumlah 1 = Rp 1,383,300.00


Jumlah 2 = Rp 8,717.25 Jumlah 1 + Jumlah 2 = Rp 1,392,017.25

Rp 1,650,000.00 Rp 1,650,000.00 Rp 1,650,000.00 Rp 99,000.00

Jumlah 1 = Rp 1,749,000.00

Rp 32,500.00 Rp 107,250.00

Rp 38,500.00 Rp 42,350.00 Rp 47,500.00 Rp 47.50 Rp 60,000.00 Rp 9,600.00


Rp 1,850,000.00 Rp 1,850,000.00 Rp 1,850,000.00 Rp 222,000.00 Rp 1,125.00 Rp 6,750.00 Rp 83,000.00 Rp 830.00

Jumlah 1 = Rp 2,079,580.00



Rp 1,850,000.00 Rp 1,850,000.00 Rp 1,850,000.00 Rp 555,000.00 Rp 1,125.00 Rp 6,750.00 Rp 83,000.00 Rp 830.00

Jumlah 1 = Rp 2,412,580.00



Rp 400,500.00 Rp 400,500.00 Rp 2,500.00 Rp 62.50

Jumlah 1 = Rp 400,562.50



Rp 45,000.00 Rp 45,000.00 Rp 2,500.00 Rp 62.50

Jumlah 1 = Rp 45,062.50



Rp 11,000.00 Rp 11,000.00 Rp 2,500.00 Rp 62.50

Jumlah 1 = Rp 11,062.50



Rp 16,000.00 Rp 16,000.00 Jumlah 1 = Rp 16,000.00



Rp 45,000.00 Rp 49,500.00 Rp 350.00 Rp 34,650.00 Rp 1,125.00 Rp 11,587.50 Rp 83,000.00 Rp 5,063.00 Rp 88,000.00 Rp 6,072.00

Jumlah 1 = Rp 106,872.50

Rp 32,500.00 Rp 12,350.00 Rp 38,500.00 Rp 7,315.00 Rp 47,500.00 Rp 902.50 Rp 60,000.00 Rp 1,140.00


Rp 350.00 Rp 87.50 Rp 1,125.00 Rp 86,625.00 Rp 83,000.00 Rp 10,790.00 Rp 85,000.00 Rp 1,700.00 Rp 7,100.00 Rp 18,460.00 Rp 87,000.00 Rp 7,830.00

Jumlah 1 = Rp 125,492.50



Rp 1,125.00 Rp 277,875.00 Rp 58.00 Rp 50,402.00 Rp 294.74 Rp 294,442.11 Rp 250.00 Rp 53,750.00

± 2 ) cm, W/C = 0,87

Jumlah 1 = Rp 676,469.11




Jumlah 1 = Rp 767,864.21




Jumlah 1 = Rp 858,799.32



Rp 7,100.00 Rp 74,550.00

± 2 ) cm, W/C = 0,66

± 2 ) cm, W/C = 0,52

Rp 11,500.00 Rp 1,725.00 Jumlah 1 = Rp 76,275.00



Rp 7,200.00 Rp 75,600.00 Rp 11,500.00 Rp 1,725.00

Jumlah 1 = Rp 77,325.00



Rp 950,000.00 Rp 38,000.00 Rp 10,500.00 Rp 3,150.00 Rp 500.00 Rp 50.00

Jumlah 1 = Rp 41,200.00



Rp 950,000.00 Rp 42,750.00 Rp 10,500.00 Rp 3,150.00 Rp 500.00 Rp 50.00

Jumlah 1 = Rp 45,950.00



Rp 10,500.00 Rp 4,200.00 Rp 500.00 Rp 100.00 Rp 950,000.00 Rp 14,250.00 Rp 125,000.00 Rp 43,750.00 Rp 6,500.00 Rp 13,000.00

Jumlah 1 = Rp 75,300.00




Jumlah 1 = Rp 78,150.00




Jumlah 1 = Rp 101,300.00




Jumlah 1 = Rp 75,275.00



Rp 10,500.00 Rp 4,200.00 Rp 500.00 Rp 100.00 Rp 950,000.00 Rp 19,000.00 Rp 125,000.00 Rp 43,750.00 Rp 6,500.00 Rp 19,500.00 Rp 12,000.00 Rp 48,000.00

Jumlah 1 = Rp 134,550.00

Rp 32,500.00 Rp 21,450.00

Rp 38,500.00 Rp 12,705.00 Rp 47,500.00 Rp 1,567.50 Rp 60,000.00 Rp 1,980.00


Rp 929,321.82 Rp 929,321.82 Rp 8,286.75 Rp 755,606.75 Rp 8,181.75 Rp 382,905.90 Rp - Rp -

Jumlah = Rp 2,067,834.46 Jumlah Dibulatkan = Rp 2,067,800.00

Rp 929,321.82 Rp 929,321.82 Rp 8,286.75 Rp 1,322,740.23 Rp 8,181.75 Rp - Rp 35,452.50 Rp 31,269.11












Rp 929,321.82 Rp 929,321.82 Rp 8,286.75 Rp 1,363,844.17 Rp 8,181.75 Rp 18,535.35 Rp 35,452.50 Rp 31,584.99


Rp 929,321.82 Rp 929,321.82 Rp 8,286.75 Rp 904,913.10 Rp 8,181.75 Rp 1,165,203.93 Rp 37,827.50 Rp 378,275.00


Rp 929,321.82 Rp 929,321.82 Rp 8,286.75 Rp - Rp 8,181.75 Rp 1,345,106.95 Rp 37,827.50 Rp 504,366.54


Rp 929,321.82 Rp 929,321.82 Rp 8,286.75 Rp 1,627,574.80 Rp 8,181.75 Rp 517,620.95

Rp 56,501.25 Rp 322,864.53 Jumlah = Rp 3,397,382.09

Jumlah Dibulatkan = Rp 3,397,300.00





















Rp 838,386.71 Rp 838,386.71 Rp 8,286.75 Rp - Rp 8,181.75 Rp 479,646.91 Rp 69,501.25 Rp 695,012.50

Jumlah = Rp 2,013,046.12

Jumlah Dibulatkan = Rp 2,013,000.00

Rp 929,321.82 Rp 929,321.82 Rp 8,286.75 Rp 723,930.48 Rp 8,181.75 Rp - Rp 86,126.25 Rp 574,175.29






Rp 38,000.00 Rp 41,800.00 Rp 3,500.00 Rp 7,000.00 Rp 28,000.00 Rp 1,680.00

Jumlah 1 = Rp 50,480.00



Rp 29,000.00 Rp 127,600.00

Rp 35,000.00 Rp 140,000.00 Rp 28,000.00 Rp 1,680.00

Jumlah 1 = Rp 269,280.00



Rp 280,238.25 Rp 206,927.92 Rp 63,000.00 Rp 37,144.80 Rp 5,000.00 Rp 5,000.00

Jumlah = Rp 249,072.72

Rp 280,238.25 Rp 247,170.14 Rp 63,000.00 Rp 41,328.00 Rp 5,000.00 Rp 5,000.00

Jumlah = Rp 293,498.14 Jumlah Dibulatkan = Rp 293,400.00

Rp 13,500.00 Rp 27,000.00 Rp 15,000.00 Rp 30,000.00 Rp 9,000.00 Rp 18,000.00 Rp 450,000.00 Rp 450,000.00 Rp 125,000.00 Rp 125,000.00 Rp 15,000.00 Rp 15,000.00

Jumlah = Rp 665,000.00


Jumlah = Rp 412,500.00

Rp 37,000.00 Rp 37,000.00 Rp 190,000.00 Rp 190,000.00 Rp 15,000.00 Rp 15,000.00

Jumlah = Rp 242,000.00

Rp 39,000.00 Rp 39,000.00 Rp 190,000.00 Rp 190,000.00 Rp 15,000.00 Rp 15,000.00

Jumlah = Rp 244,000.00

Rp 37,000.00 Rp 37,000.00 Rp 11,000.00 Rp 11,000.00

Jumlah = Rp 48,000.00

Rp 28,000.00 Rp 28,000.00 Rp 165,000.00 Rp 165,000.00 Rp 15,000.00 Rp 15,000.00

Jumlah = Rp 208,000.00


Jumlah = Rp 602,500.00

Rp 25,000.00 Rp 25,000.00 Rp 165,000.00 Rp 165,000.00 Rp 15,000.00 Rp 15,000.00

Jumlah = Rp 205,000.00


Jumlah = Rp 203,550.00


Jumlah = Rp 248,550.00

Rp 500,000.00 Rp 500,000.00 Rp 75,000.00 Rp 2,025,000.00 Rp 2,500.00 Rp 7,500.00 Rp 75,000.00 Rp 75,000.00 Rp 7,500.00 Rp 7,500.00 Rp 75,000.00 Rp 225,000.00 Rp 55,000.00 Rp 55,000.00 Rp 145,000.00 Rp 145,000.00 Rp 23,000.00 Rp 644,000.00 Rp 85,000.00 Rp 85,000.00

Jumlah = Rp 3,769,000.00

Rp 45,000.00 Rp 45,000.00 Rp 55,000.00 Rp 55,000.00 Rp 3,500.00 Rp 3,500.00

Jumlah = Rp 103,500.00


Jumlah = Rp 672,500.00

Malang, Juli 2011Kontraktor

Direktur

An Alisa

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