ANALISA 2015-Wilayah II + ANALISA PERPIPAAN & SUMUR DALAM

PEMBAGIAN WILAYAH

Lokasi : Kabupaten PasuruanTahun Anggaran : 2015

NO WILAYAH KECAMATAN KETERANGAN

A WILAYAH I

1 Tosari

2 Puspo

3 Tutur

4 Prigen

5 Lumbang

B WILAYAH II

1 Pandaan

2 Gempol

3 Beji

4 Bangil

5 Sukorejo

6 Purwosari

7 Purwodadi

8 Pasrepan

9 Lumbang

10 Rembang

C WILAYAH III

1 Nguling

2 Rejoso

3 Grati

4 Lekok

5 Gondangwetan

6 Winongan

7 Pohjentrek

8 Kraton

9 Kejayan

10 Wonorejo

11 Pasrepan

PEMBAGIAN WILAYAH

KETERANGAN

Semua Desa

Semua Desa (wil.Khusus -Ds.Keduwung, Ds. Pusung malang)

Semua Desa

Semua Desa (wil.khusus - Ds. Sukoreno)

Wonorejo (wil. Khusus)-Kronto

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Sibon,Galih, Cumpring, Kemiri-Ampelsari

Kecuali Wonorejo-Kronto

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Seluruh wilayah

Kecuali Sibon,Galih,Cumpring Kemiri-Ampelsari

JADWAL PERENCANAAN

Nama Kegiatan : Lokasi :

NO. URAIAN KEGIATAN BOBOT

BULAN KE I BULAN KE I

MINGGU KE MINGGU KE Skala

1 2 3 4 1 2 3 4 %

100

50

TOTAL -

Rencana 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

komulatif 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Realisasi

komulatif

MENGETAHUI :KABID TATA RUANG

DAN PENATAAN BANGUNAN

WIYOSO HADINOTO, STNIP 196607171999011001

PEMERINTAH KABUPATEN PASURUANDINAS CIPTA KARYA

RENCANA ANGGARAN BIAYANama Kegiatan : Lokasi :Sumber Dana : APBD 2014Biaya : RP. 0.00

No. Uraian Pekerjaan Volume Sat.Harga Satuan Jumlah Harga Total Harga

( Rp. ) Satuan ( Rp. ) Satuan ( Rp. )

Jumlah Total 0.00

PPn 10% 0.00Jumlah 0.00Dibulatkan 0.00

Terbilang :

Pasuruan, 2014

DIPERIKSA : DIBUAT :KABID TATA RUANG KASI PERENCANAAN

DAN PENATAAN BANGUNAN DAN EVALUASI PROGRAM

WIYOSO HADINOTO, ST HARIO HARTOKO, STNIP. 196607171999011001 NIP. 19750329 200501 1 007

MENYETUJUI : MENGETAHUI :KEPALA KEPALA DINAS CIPTA KARYA

No. Uraian Pekerjaan Volume Sat.Harga Satuan Jumlah Harga Total Harga

( Rp. ) Satuan ( Rp. ) Satuan ( Rp. )

KABUPATEN PASURUAN KABUPATEN PASURUAN

.................. Ir. MISBAH ZUNIB, M.SiNIP NIP 196108071990031013

ABK tahun 2015 Wilayah 1 Dinas Cipta Karya Kab. Pasuruan Halaman 6

PEMERINTAH KABUPATEN PASURUANDINAS CIPTA KARYA

ANALISA BIAYA KONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHAN

Lokasi : Kabupaten Pasuruan Wilayah : IITahun Anggaran : 2015

1. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN1.1 1 m' Pengukuran dan pemasangan bouwplank

Bahan0.012 M³ Kayu 5/7 Balok Meranti Rp 5,210,000.00 Rp 62,520.00 0.020 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 344.00 0.007 M³ Kayu papan 3/20 meranti Rp 6,821,500.00 Rp 47,750.50

Jumlah (1) Rp 110,614.50 Tenaga

0.100 Org Tukang kayu Rp 90,000.00 Rp 9,000.00 0.100 Org Pekerja Rp 80,000.00 Rp 8,000.00 0.010 Org Kepala tukang Rp 100,000.00 Rp 1,000.00 0.005 Org Mandor Rp 120,000.00 Rp 600.00

Jumlah (2) Rp 18,600.00 Jumlah (1) + (2) Rp 129,214.50

Keuntungan & over head (3) 12.0% Rp 15,505.74 Jumlah Rp 144,720.24

1.2 1 m² Membersihkan lapangan dan perataan Tenaga

0.100 Org Pekerja Rp 80,000.00 Rp 8,000.00 0.050 Org Mandor Rp 120,000.00 Rp 6,000.00

Jumlah Rp 14,000.00 Keuntungan & over head (3) 12.0% Rp 1,680.00

Jumlah (1) + (2) Rp 15,680.00 1.3 1 m3 Bongkaran Beton Bertulang

Tenaga6.667 Org Pekerja Rp 80,000.00 Rp 533,360.00 0.333 Org Mandor Rp 120,000.00 Rp 39,960.00

Jumlah Rp 573,320.00 Keuntungan & over head 12.0% Rp 68,798.40

Jumlah (1) + (2) Rp 642,118.40 1.4 1 m3 Bongkaran Dinding Tembok Bata Merah



Jumlah (1) + (2) Rp 601,798.40 1.5 1 m2 Bongkaran Plesteran Dinding

Tenaga0.096 Org Pekerja Rp 80,000.00 Rp 7,680.00

0.0096 Org Mandor Rp 120,000.00 Rp 1,152.00 Jumlah Rp 8,832.00

Keuntungan & over head 12.0% Rp 1,059.84 Jumlah (1) + (2) Rp 9,891.84

1.6 1 m2 Bongkaran Atap ( Rangka + Penutup atap )Tenaga




Jumlah (1) + (2) Rp 90,675.20 1.7 10 m2 Bongkaran Genteng/sirap untuk dipakai lagi



Jumlah (1 m2) Rp 17,200.00 Keuntungan & over head 12.0% Rp 20,640.00

Jumlah Rp 37,840.00


1.8 10 m2 Bongkaran atap sengTenaga


Jumlah Rp 160,000.00 Jumlah (1 m2) Rp 16,000.00

Keuntungan & over head 12.0% Rp 19,200.00 Jumlah Rp 35,200.00

1.9 10 m2 Bongkaran usuk/reng untuk dipakai lagiTenaga

2.000 Org Pekerja Rp 80,000.00 Rp 160,000.00 0.600 org Tukang kayu Rp 90,000.00 Rp 54,000.00 0.060 org Kep. Tk. Kayu Rp 100,000.00 Rp 6,000.00


Jumlah (1 m2) Rp 23,200.00 Keuntungan & over head 12.0% Rp 27,840.00

Jumlah Rp 51,040.00 1.10 10 m2 Bongkaran usuk/reng tidak dipakai lagi


Jumlah Rp 172,000.00 Jumlah (1 m2) Rp 17,200.00


1.11 1 m3 Membongkar kayu balok loteng, kuda-kuda, dlurung, jembatan untuk digunakan lagiTenaga

4.000 Org Pekerja Rp 80,000.00 Rp 320,000.00 6.000 org Tukang kayu Rp 90,000.00 Rp 540,000.00 0.600 org Kep. Tk. Kayu Rp 100,000.00 Rp 60,000.00


Keuntungan & over head 12.0% Rp 113,280.00 Jumlah (1) + (2) Rp 1,057,280.00

1.12 1 m3 Membongkar kayu balok loteng, kuda-kuda, dlurung, jembatan untuk tidak digunakan lagiTenaga



Jumlah (1) + (2) Rp 116,480.00 1.13 10 m2 Pekerjaan bongkar lantai



Jumlah (1 m2) Rp 17,200.00 Keuntungan & over head 12.0% Rp 20,640.00 Jumlah + Keuntungan & over head Jumlah Rp 37,840.00

1.14 1 m2 Bongkaran Plafond Tenaga



Jumlah (1) + (2) Rp 12,364.80 1.15 1 m2 Bongkaran kusen / daun pintu jendela



Keuntungan & over head 12.0% Rp 12,480.00 Jumlah (1) + (2) Rp 116,480.00

2. ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH


2.1. 1 m³ Galian tanah biasa sedalam 1 meterTenaga



Jumlah (1) + (2) Rp 70,560.00


2.2. 1 m³ Galian tanah biasa sedalam 2 meterTenaga



Jumlah (1) + (2) Rp 86,688.00 2.3. 1 m³ Galian tanah keras

Tenaga 1.000 Org Pekerja Rp 80,000.00 Rp 80,000.00 0.032 Org Mandor Rp 120,000.00 Rp 3,840.00


Jumlah (1) + (2) Rp 93,900.80 2.4. 1 m³ Galian tanah lumpur



Jumlah (1) + (2) Rp 113,568.00 2.5. 1 m³ Pembuangan Tanah Sejauh 15 Meter



Jumlah (1) + (2) Rp 30,912.00 2.6. 1 m³ Pembuangan Tanah Sejauh 150 Meter



Jumlah (1) + (2) Rp 52,953.60 2.7. 1 m³ Urugan kembali



Jumlah (1) + (2) Rp 23,520.00 2.8. 1 m³ Pemadatan Tanah ( per 20 cm )



Jumlah (1) + (2) Rp 51,520.00 2.9. 1 m³ Urugan pasir urug

Bahan1.200 M³ Pasir urug Rp 130,000.00 Rp 156,000.00





2.10. 1 m³ Urugan sirtu padatBahan

1.200 M³ Sirtu padat Rp 150,400.00 Rp 180,480.00 Jumlah (1) Rp 180,480.00

Tenaga






2.11. 1 m³ Urugan tanah tamanBahan

1.200 M³ Tanah urug taman Rp 174,000.00 Rp 208,800.00 Jumlah (1) Rp 208,800.00




2.12. 1 m³ Urugan tanahBahan

1.200 M³ Tanah urug Rp 93,500.00 Rp 112,200.00 Jumlah (1) Rp 112,200.00




2.13. 1 m³ Cut & FillGali tanah dengan alat berat ( m3 )

0.007 Org Mandor Rp 120,000.00 Rp 840.00 0.226 Org Pekerja tak terampil Rp 80,000.00 Rp 18,080.00 0.070 jam Sewa dump truck Rp 250,000.00 Rp 17,500.00 0.067 jam Sewa escavator Rp 150,000.00 Rp 10,050.00

Jumlah (1) Rp 46,470.00 Pengurugan tanah dengan pemadatan ( m3 )

0.050 Org Mandor Rp 120,000.00 Rp 6,000.00 0.500 Org Pekerja tak terampil Rp 80,000.00 Rp 40,000.00

0.02125 jam Sewa alat bantu Rp 52,000.00 Rp 1,105.00 Jumlah (2) Rp 47,105.00

Jumlah (1) + (2) Rp 93,575.00 Keuntungan & over head 12.0% Rp 11,229.00

Jumlah Rp 104,804.00

3. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI

3.1. 1 m³ Pasang pondasi batu belah, 1 Pc : 3 PpBahan

1.200 M³ Batu belah 15/20 cm Rp 160,000.00 Rp 192,000.00 202.000 kg Semen portland Rp 1,450.00 Rp 292,900.00

0.485 M³ Pasir pasang Rp 134,800.00 Rp 65,378.00 Jumlah (1) Rp 550,278.00

Tenaga1.500 Org Pekerja Rp 80,000.00 Rp 120,000.00 0.750 Org Tukang batu Rp 90,000.00 Rp 67,500.00 0.075 Org Kepala tukang Rp 100,000.00 Rp 7,500.00 0.075 Org Mandor Rp 120,000.00 Rp 9,000.00






Tenaga1.500 Org Pekerja Rp 80,000.00 Rp 120,000.00 0.750 Org Tukang batu Rp 90,000.00 Rp 67,500.00 0.075 Org Kepala tukang Rp 100,000.00 Rp 7,500.00


0.075 Org Mandor Rp 120,000.00 Rp 9,000.00 Jumlah (2) Rp 204,000.00










3.4. 1 m³ Pasang pondasi batu belah,1 Pc : 6 PpBahan






3.5. 1 m³ Pasang pondasi batu kosong / AanstampengBahan

1.200 M³ Batu belah 15/20 cm Rp 160,000.00 Rp 192,000.00 0.432 M³ Pasir urug Rp 130,000.00 Rp 56,160.00


0.780 Org Pekerja Rp 80,000.00 Rp 62,400.00 0.390 Org Tukang batu Rp 90,000.00 Rp 35,100.00 0.039 Org Kepala tukang Rp 100,000.00 Rp 3,900.00 0.039 Org Mandor Rp 120,000.00 Rp 4,680.00



3.6 Memasang 1 m³ pondasi sumuran; diameter 100 cmBahan

0.450 m³ Batu Belah 15/20 Rp 160,000.00 Rp 72,000.00 194.000 kg Portland Cement (PC) Rp 1,450.00 Rp 281,300.00

0.312 m³ Pasir Beton (PB) Rp 185,000.00 Rp 57,720.00 0.468 m³ Koral (Batu pecah ukuran 5 mm - 40 mm) Rp 173,300.00 Rp 81,104.40






4. ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING

4.1. 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 3 PsBahan

140.000 Bh Bata merah 5 x 11 x 22 cm Rp 600.00 Rp 84,000.00 32.950 kg Semen portland Rp 1,450.00 Rp 47,777.50
























4.5 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 3 PsBahan













70.000 Bh Bata merah 5 x 11 x 22 cm Rp 600.00 Rp 42,000.00 9.680 kg Semen portland Rp 1,450.00 Rp 14,036.00 0.045 M³ Pasir pasang Rp 134,800.00 Rp 6,066.00






70.000 Bh Bata merah 5 x 11 x 22 cm Rp 600.00 Rp 42,000.00 8.320 kg Semen portland Rp 1,450.00 Rp 12,064.00 0.049 M³ Pasir pasang Rp 134,800.00 Rp 6,605.20





4.9 1 m² Pasangan dinding bataco 1 Pc : 3 PsBahan

12.500 Bh Bataco Rp 2,900.00 Rp 36,250.00 10.450 kg Semen portland Rp 1,450.00 Rp 15,152.50

0.038 M³ Pasir pasang Rp 134,800.00 Rp 5,122.40






4.10. 1 m² Pasangan dinding roster / terawang (12 x 11 x 24) cm, spesi 1PC:3PSBahan

30.000 Bh Roster / terawang Rp 4,100.00 Rp 123,000.00 11.000 kg Semen portland Rp 1,450.00 Rp 15,950.00


Tenaga




4.11 1 m² Pasangan dinding roster 25 x 25 cmBahan

16.000 Bh Roster / terawang Rp 4,100.00 Rp 65,600.00 12.500 kg Semen portland Rp 1,450.00 Rp 18,125.00


Tenaga




4.12 1 m² Pasangan Batu Alam ( Bobos, Palimanan, Klinker,Candi )Bahan

1.100 m2 Batu alam Rp 103,700.00 Rp 114,070.00 11.750 kg Semen portland Rp 1,450.00 Rp 17,037.50





5. ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON5.1 Membuat 1 m² lantai kerja beton tumbuk 1 PC : 3 PB : 5 KR; tebal 5 cm

Bahan 10.00 kg Semen portland Rp 1,450.00 Rp 14,500.00

0.026 M³ Pasir beton Rp 185,000.00 Rp 4,810.00 0.044 M³ Koral beton Rp 242,000.00 Rp 10,648.00



1.150 Org Pekerja Rp 80,000.00 Rp 92,000.00 0.020 Org Tukang batu Rp 90,000.00 Rp 1,800.00 0.002 Org Kepala tukang Rp 100,000.00 Rp 200.00 0.006 Org Mandor Rp 120,000.00 Rp 720.00



5.1 Membuat 1 m³ lantai kerja beton f'c = 7,4 Mpa (K100), slump (3-6) cm, w/c = 0.87Bahan

230.00 kg Semen portland Rp 1,450.00 Rp 333,500.00 0.638 M³ Pasir beton Rp 185,000.00 Rp 118,003.57 0.761 M³ Koral beton Rp 242,000.00 Rp 184,099.26

200.000 Ltr Air Rp 15.00 Rp 3,000.00 Jumlah (1) Rp 638,602.83





5.2 Membuat 1 m³ beton mutu f'c=14,5 Mpa (K 175); slump (12 ± 2) cm; w/c = 0,66Bahan





Keuntungan & over head (3) 12.0% Rp 111,638.56 Jumlah Rp 1,041,959.91











Jumlah (2) Rp 169,510.00 Jumlah (1) + (2) Rp 1,044,597.99


5.5 1 Kg Pembesian dengan besi polos Bahan

1.050 Kg Besi beton ( polos ) Rp 8,600.00 Rp 9,030.00 0.015 Kg Kawat beton Rp 16,400.00 Rp 246.00


0.007 Org Pekerja Rp 80,000.00 Rp 560.00 0.007 Org Tukang besi Rp 90,000.00 Rp 630.00

0.0007 Org Kepala tukang Rp 100,000.00 Rp 70.00 0.0004 Org Mandor Rp 120,000.00 Rp 48.00




5.6 1 Kg Pembesian dengan besi ulirBahan

1.050 Kg Besi beton ( ulir ) Rp 9,500.00 Rp 9,975.00 0.015 Kg Kawat beton Rp 16,400.00 Rp 246.00


0.007 Org Pekerja Rp 80,000.00 Rp 560.00 0.007 Org Tukang besi Rp 90,000.00 Rp 630.00




5.7 Memasang per 10 kg jaring kawat baja / wire mesh Bahan

10.200 Kg Jaring kawat baja di las Rp 13,900.00 Rp 141,780.00 0.050 Kg Kawat beton Rp 16,400.00 Rp 820.00


0.025 Org Pekerja Rp 80,000.00 Rp 2,000.00 0.025 Org Tukang besi Rp 90,000.00 Rp 2,250.00 0.025 Org Kepala tukang Rp 100,000.00 Rp 2,500.00 0.001 Org Mandor Rp 120,000.00 Rp 120.00


Per kg Rp 14,947.00 Keuntungan & over head (3) 12.0% Rp 17,936.40

Jumlah Rp 32,883.40 5.8 1 m² Pasang bekisting untuk pondasi

Bahan Bahan0.040 M³ Kayu papan tahun Rp 1,210,000.00 Rp 48,400.00 0.300 Kg Paku biasa 5 - 10 cm Rp 17,200.00 Rp 5,160.00 0.100 Lt Minyak bekisting Rp 15,000.00 Rp 1,500.00


0.520 Org Pekerja Rp 80,000.00 Rp 41,600.00 0.260 Org Tukang kayu Rp 90,000.00 Rp 23,400.00 0.026 Org Kepala tukang Rp 100,000.00 Rp 2,600.00 0.026 Org Mandor Rp 120,000.00 Rp 3,120.00



5.9 1 m² Pasang bekisting untuk sloofBahan

0.045 M³ Kayu papan tahun Rp 1,210,000.00 Rp 54,450.00 0.300 Kg Paku biasa 5 - 10 cm Rp 17,200.00 Rp 5,160.00 0.100 Lt Minyak bekisting Rp 15,000.00 Rp 1,500.00




untuk 2 x pakai (Jumlah 1+2)/2 Rp 65,915.00 Keuntungan & over head (3) 12.0% Rp 15,819.60

Jumlah Rp 81,734.60


5.10 1 m² Pasang bekisting untuk kolomBahan

0.040 M³ Kayu papan tahun Rp 1,210,000.00 Rp 48,400.00 0.400 Kg Paku biasa 5 - 12 cm Rp 17,200.00 Rp 6,880.00 0.200 Lt Minyak bekisting Rp 15,000.00 Rp 3,000.00 0.015 M³ Kayu Tahun (Bekesting) Rp 2,250,000.00 Rp 33,750.00 0.350 Lbr Plywood tebal 9 mm Rp 185,000.00 Rp 64,750.00 2.000 Btg Rp 12,900.00 Rp 25,800.00





Jumlah Rp 168,850.80 5.11 1 m² Pasang bekisting untuk balok

Bahan0.040 M³ Kayu papan tahun Rp 1,210,000.00 Rp 48,400.00 0.400 Kg Paku biasa 5 - 12 cm Rp 17,200.00 Rp 6,880.00 0.200 Lt Minyak bekisting Rp 15,000.00 Rp 3,000.00 0.018 M³ Kayu Tahun (Bekesting) Rp 2,250,000.00 Rp 40,500.00 0.350 Lbr Plywood tebal 9 mm Rp 185,000.00 Rp 64,750.00 2.000 Btg Rp 12,900.00 Rp 25,800.00





Jumlah Rp 173,035.80 5.12 1 m² Pasang bekisting untuk Plat lantai / dag

Bahan0.040 M³ Kayu papan tahun Rp 1,210,000.00 Rp 48,400.00 0.400 Kg Paku biasa 5 - 12 cm Rp 17,200.00 Rp 6,880.00 0.200 Lt Minyak bekisting Rp 15,000.00 Rp 3,000.00 0.015 M³ Kayu Tahun (Bekesting) Rp 2,250,000.00 Rp 33,750.00 0.350 Lbr Plywood tebal 9 mm Rp 185,000.00 Rp 64,750.00 6.000 Btg Rp 12,900.00 Rp 77,400.00





5.13 1 m² Pasang bekisting untuk tanggaBahan

0.030 M³ Kayu papan tahun Rp 1,210,000.00 Rp 36,300.00 0.400 Kg Paku biasa 5 - 12 cm Rp 17,200.00 Rp 6,880.00 0.150 Lt Minyak bekisting Rp 15,000.00 Rp 2,250.00 0.015 M³ Kayu Tahun (Bekesting) Rp 2,250,000.00 Rp 33,750.00 0.350 Lbr Plywood tebal 9 mm Rp 185,000.00 Rp 64,750.00 2.000 Btg Rp 12,900.00 Rp 25,800.00

Dolken kayu galam Ø (8-10)cm, p = 4 m









5.14 1 m² Pasang bekisting untuk dindingBahan

0.030 m3 Kayu papan tahun Rp 1,210,000.00 Rp 36,300.00 0.400 kg Paku biasa 5 - 12 cm Rp 17,200.00 Rp 6,880.00 0.200 lt Minyak bekisting Rp 15,000.00 Rp 3,000.00 0.020 m3 Kayu Tahun (Bekesting) Rp 2,250,000.00 Rp 45,000.00 0.350 lb Plywood tebal 9 mm Rp 185,000.00 Rp 64,750.00 3.000 Btg Rp 12,900.00 Rp 38,700.00

Jumlah ( 1 ) Rp 194,630.00 Tenaga

0.660 hari Pekerja Rp 80,000.00 Rp 52,800.00 0.330 hari Tukang Kayu Rp 90,000.00 Rp 29,700.00 0.033 hari Kepala Tukang Rp 100,000.00 Rp 3,300.00 0.006 hari Mandor Rp 120,000.00 Rp 720.00



Jumlah Rp 174,313.00 5.15 1 m² Pasang bekisting untuk Listplank Beton

Bahan0.030 m3 Kayu papan tahun Rp 1,210,000.00 Rp 36,300.00 0.400 kg Paku biasa 5 - 12 cm Rp 17,200.00 Rp 6,880.00 0.200 lt Minyak bekisting Rp 15,000.00 Rp 3,000.00 0.020 m3 Kayu Tahun (Bekesting) Rp 2,250,000.00 Rp 45,000.00 0.350 lb Plywood tebal 9 mm Rp 185,000.00 Rp 64,750.00 3.000 Btg Rp 12,900.00 Rp 38,700.00

Jumlah ( 1 ) Rp 194,630.00 Tenaga

0.660 hari Pekerja Rp 80,000.00 Rp 52,800.00 0.330 hari Tukang Kayu Rp 90,000.00 Rp 29,700.00 0.033 hari Kepala Tukang Rp 100,000.00 Rp 3,300.00 0.006 hari Mandor Rp 120,000.00 Rp 720.00




A. BETON NON STRUKTUR CAMPURAN 1PC: 2,3PS: 3,2KR ( MUTU K 175 )5.16 1 m3 Sloof beton bertulang 15/20 ( Mutu K 175 )

1.000 m3 Spesi beton Rp 1,041,959.91 Rp 1,041,959.91 170.000 kg Pembesian Rp 11,854.08 Rp 2,015,193.60

6.300 m2 Begesting beton Rp 81,734.60 Rp 514,927.98 Jumlah Rp 3,572,081.49

5.17 1 m3 Kolom beton bertulang 15x30 ( Mutu K 175 )1.000 m3 Spesi beton Rp 1,041,959.91 Rp 1,041,959.91

160.000 kg Pembesian Rp 11,854.08 Rp 1,896,652.80 8.000 m2 Begesting beton Rp 168,850.80 Rp 1,350,806.40

Jumlah Rp 4,289,419.11


229.330 kg Pembesian Rp 11,854.08 Rp 2,718,496.17




8.000 m2 Begesting beton Rp 168,850.80 Rp 1,350,806.40 Jumlah Rp 5,111,262.48

5.19 1 m3 Kolom beton bertulang 20x20 Campuran ( Mutu K 175 )1.000 m3 Spesi beton Rp 1,041,959.91 Rp 1,041,959.91


Jumlah Rp 3,696,715.11



Jumlah Rp 3,696,715.11

5.21 1 m3 Pondasi beton bertulang ( Straus 30 cm ) ( Mutu K 175 )1.000 m3 Spesi beton Rp 1,041,959.91 Rp 1,041,959.91

120.000 kg Pembesian Rp 11,854.08 Rp 1,422,489.60 Jumlah Rp 2,464,449.51

5.22 1 m3 Pondasi beton beton bertulang ( Umpak ) ( Mutu K 175 )



5.23 1 m3 Poer beton bertulang ( Mutu K 175 )



5.24 1 m3 Pondasi beton beton bertulang ( footplat ) ( Mutu K 175 )



5.25 1 m' kolom praktis beton bertulang+ bekesting 11 x 11 Campuran 1PC: 2,3PS: 3,2KRBahan

0.002 M³ Kayu meranti papan Rp 6,821,500.00 Rp 13,643.00 0.010 Kg Paku biasa Rp 17,200.00 Rp 172.00 3.000 Kg Besi beton polos Rp 8,600.00 Rp 25,800.00 0.450 Kg Kawat beton Rp 16,400.00 Rp 7,380.00 4.000 kg Semen portland Rp 1,450.00 Rp 5,800.00 0.006 M³ Pasir beton Rp 185,000.00 Rp 1,110.00 0.009 M³ Koral beton Rp 242,000.00 Rp 2,178.00


0.180 Org Pekerja Rp 80,000.00 Rp 14,400.00 0.020 Org Tukang batu Rp 90,000.00 Rp 1,800.00 0.020 Org Tukang kayu Rp 90,000.00 Rp 1,800.00 0.020 Org Tukang besi Rp 90,000.00 Rp 1,800.00 0.006 Org Kepala tukang Rp 100,000.00 Rp 600.00 0.009 Org Mandor Rp 120,000.00 Rp 1,080.00



5.26 1 m' Ring / Latai beton bertulang + bekesting 11 x 15 Campuran 1PC: 2,3PS: 3,2KRBahan

0.003 M³ Kayu meranti papan Rp 6,821,500.00 Rp 20,464.50 0.020 Kg Paku biasa Rp 17,200.00 Rp 344.00


3.600 Kg Besi beton polos Rp 8,600.00 Rp 30,960.00 0.050 Kg Kawat beton Rp 16,400.00 Rp 820.00 5.500 kg Semen portland Rp 1,450.00 Rp 7,975.00 0.009 M³ Pasir beton Rp 185,000.00 Rp 1,665.00 0.015 M³ Koral beton Rp 242,000.00 Rp 3,630.00


0.297 Org Pekerja Rp 80,000.00 Rp 23,760.00 0.033 Org Tukang batu Rp 90,000.00 Rp 2,970.00 0.033 Org Tukang kayu Rp 90,000.00 Rp 2,970.00 0.033 Org Tukang besi Rp 90,000.00 Rp 2,970.00 0.010 Org Kepala tukang Rp 100,000.00 Rp 1,000.00 0.015 Org Mandor Rp 120,000.00 Rp 1,800.00



B. BETON STRUKTUR CAMPURAN 1PC: 2PS: 3KR ( MUTU K 225 )

5.27 1 M3 BETON SLOOF 30/40 161 Kg Besi1.000 m3 Spesi beton Rp 1,109,477.78 Rp 1,109,477.78

161.000 kg Pembesian Rp 11,854.08 Rp 1,908,506.88 8.000 m2 Begesting beton Rp 81,734.60 Rp 653,876.80

Jumlah Rp 3,671,861.46


5.28 1 M3 BETON SLOOF 20/30 230 Kg Besi












5.32 1 M3 BETON SLOOF 15/30 150 Kg besi



5.33 1 M3 BETON POER 120 Kg besi



5.34 1 M3 BETON KOLOM 20/20 209 Kg besi













5.38 1 M3 BETON BALOK 20/30 230 Kg besi












5.42 1 M3 BETON LISTPLANK 90 Kg besi1.000 m3 Spesi beton Rp 1,109,477.78 Rp 1,109,477.78


Jumlah Rp 4,268,100.98

5.43 1 M3 BETON DINDING 110 Kg besi1.000 m3 Spesi beton Rp 1,109,477.78 Rp 1,109,477.78


Jumlah Rp 4,505,182.58

5.44 1 M3 BETON PLAT LANTAI 136 Kg besi1.000 m3 Spesi beton Rp 1,109,477.78 Rp 1,109,477.78


Jumlah Rp 5,743,863.28 5.45 1 M3 BETON TANGGA 195 Kg besi



6. ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN6.1. 1 m² Plesteran 1 Pc : 3 Ps, tebal 15 mm

Bahan7.776 kg Semen portland Rp 1,450.00 Rp 11,275.20 0.023 M³ Pasir pasang Rp 134,800.00 Rp 3,100.40


0.300 Org Pekerja Rp 80,000.00 Rp 24,000.00 0.150 Org Tukang batu Rp 90,000.00 Rp 13,500.00


0.015 Org Kepala tukang Rp 100,000.00 Rp 1,500.00 0.015 Org Mandor Rp 120,000.00 Rp 1,800.00



6.2. 1 m² Plesteran 1 Pc : 4 Ps, tebal 15 mmBahan

6.240 kg Semen portland Rp 1,450.00 Rp 9,048.00 0.024 M³ Pasir pasang Rp 134,800.00 Rp 3,235.20

















6.5. 1 m² Plesteran Ciprat/Ampyangan/Sempyok 1 Pc : 2 PsBahan

4.320 kg Semen portland Rp 1,450.00 Rp 6,264.00 0.006 M³ Pasir pasang Rp 134,800.00 Rp 808.80





6.6. 1 m' Benangan dan Kol-kolanBahan

6.480 kg Semen portland Rp 1,450.00 Rp 9,396.00



Tenaga0.120 Org Tukang batu Rp 90,000.00 Rp 10,800.00

Jumlah (2) Rp 10,800.00 ( A ) Jumlah (1) + (2) Rp 23,026.80

Per M' Jumlah A / 4 Rp 5,756.70 Keuntungan & over head (3) 12.0% Rp 2,763.22

Jumlah Rp 8,519.92 6.7. 1 m² Berapen 1 Pc : 5 Ps, tebal 15 cm

Bahan5.184 kg Semen portland Rp 1,450.00 Rp 7,516.80 0.026 M³ Pasir pasang Rp 134,800.00 Rp 3,504.80






6.8 1 m² Finishing siar pasangan dinding bata merah ( = 20 m' )Bahan

3.108 kg Semen portland Rp 1,450.00 Rp 4,506.60 Jumlah (1) Rp 4,506.60

Tenaga0.150 Org Pekerja Rp 80,000.00 Rp 12,000.00 0.075 Org Tukang batu Rp 90,000.00 Rp 6,750.00 0.008 Org Kepala tukang Rp 100,000.00 Rp 800.00 0.008 Org Mandor Rp 120,000.00 Rp 960.00



6.9 1 m² finishing siar pasangan batu kali/setrikan adukan 1 PC : 2 PPBahan






7. ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU7.1 Membuat kusen pintu / jendela kayu jati (klas plitur)

Bahan1.100 M³ Balok kayu jati Rp 14,300,000.00 Rp 15,730,000.00

Jumlah (1) Rp 15,730,000.00 Tenaga

6.000 Org Pekerja Rp 80,000.00 Rp 480,000.00 20.000 Org Tukang kayu Rp 90,000.00 Rp 1,800,000.00


Jumlah (2) Rp 2,516,000.00 Jumlah (1) + (2) Rp 18,246,000.00

Keuntungan & over head (3) 12.0% Rp 2,189,520.00 Jumlah Rp 20,435,520.00

7.2 Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu klas IBahan

1.100 M³ Balok kayu jati Rp 14,300,000.00 Rp 15,730,000.00 1.250 Kg Paku Rp 17,200.00 Rp 21,500.00 1.000 Kg Lem kayu Rp 15,000.00 Rp 15,000.00






7.3 Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu klas II Bahan

1.200 M³ Balok kayu kelas II Rp 5,435,700.00 Rp 6,522,840.00 1.250 Kg Paku 10 cm Rp 17,200.00 Rp 21,500.00 1.000 Kg Lem kayu Rp 15,000.00 Rp 15,000.00








7.4 Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu kelas IIIBahan

1.200 M³ Balok Kayu klas III Rp 5,210,000.00 Rp 6,252,000.00 1.250 Kg Paku Rp 17,200.00 Rp 21,500.00 1.000 Kg Lem kayu Rp 15,000.00 Rp 15,000.00






7.5 Membuat dan memasang 1 m² daun pintu panel kayu jati Bahan

0.040 M³ Kayu jati, papan Rp 15,400,000.00 Rp 616,000.00 0.500 Kg Lem kayu Rp 15,000.00 Rp 7,500.00





7.6 Membuat dan memasang 1 m² daun pintu panel kayu kamper Bahan

0.040 M³ Kayu kamper, papan Rp 11,080,500.00 Rp 443,220.00 0.500 Kg Lem kayu Rp 15,000.00 Rp 7,500.00





7.7 Membuat dan memasang 1 m² pintu dan jendela kaca, kayu jati Bahan

0.024 M³ Kayu jati, papan Rp 15,400,000.00 Rp 369,600.00 0.300 Kg Lem kayu Rp 15,000.00 Rp 4,500.00





7.8 Membuat dan memasang 1 m² pintu dan jendela kaca, kayu kamper Bahan

0.024 M³ Kayu kamper, papan Rp 11,080,500.00 Rp 265,932.00 0.300 Kg Lem kayu Rp 15,000.00 Rp 4,500.00


0.800 Org Pekerja Rp 80,000.00 Rp 64,000.00 2.400 Org Tukang kayu Rp 90,000.00 Rp 216,000.00






7.9 Membuat dan memasang 1 m² pintu dan jendela kaca, kayu merantiBahan

0.024 M³ Kayu meranti, papan Rp 6,821,500.00 Rp 163,716.00 0.300 Kg Lem kayu Rp 15,000.00 Rp 4,500.00





7.10 1 m² Pasang daun pintu plywood rangkap, rangka tertutup kayu klas IIBahan

0.025 M³ Papan kayu klas II Rp 11,080,500.00 Rp 277,012.50 0.030 Kg Paku biasa 1 - 2,5 cm Rp 17,200.00 Rp 516.00 0.500 kg Lem kayu Rp 15,000.00 Rp 7,500.00 1.000 Lbr Plywood tebal 4 mm ukr.(90x220) cm Rp 64,600.00 Rp 64,600.00





7.11 1 m² Pasang daun pintu plywood rangkap, rangka tertutup kayu Klas IIIBahan

0.0250 M³ Papan Kayu klas III Rp 6,821,500.00 Rp 170,537.50 0.030 Kg Paku biasa 1 - 2,5 cm Rp 17,200.00 Rp 516.00 0.500 Lt Lem kayu Rp 15,000.00 Rp 7,500.00 1.000 Lbr Plywood tebal 4 mm ukr.(90x220) cm Rp 64,600.00 Rp 64,600.00





7.12 1 m² Pasang daun pintu plywood rangkap, rangka ekspose kayu klas IIBahan

0.0256 M³ Papan kayu klas II Rp 11,080,500.00 Rp 283,660.80 0.030 Kg Paku biasa 1 - 2,5 cm Rp 17,200.00 Rp 516.00 0.500 Kg Lem kayu Rp 15,000.00 Rp 7,500.00 1.000 Lbr Plywood tebal 4 mm ukr.(90x220) cm Rp 64,600.00 Rp 64,600.00






7.13 1 m² Pasang jalusi kusen kayu klas IIBahan

0.060 M³ Papan Kayu klas II Rp 11,080,500.00 Rp 664,830.00 0.150 Kg Paku biasa 1 - 2,5 cm Rp 17,200.00 Rp 2,580.00





7.14 1 m² Pasang pintu teakwood rangkap, rangka expose kayu klas IIBahan

0.0250 M³ Papan Kayu klas II Rp 11,080,500.00 Rp 277,012.50 0.030 Kg Paku biasa 1 - 2,5 cm Rp 17,200.00 Rp 516.00 0.300 Lt Lem kayu Rp 15,000.00 Rp 4,500.00 1.000 Lbr Teakwood tebal 4 mm ukr. (90x220) cm Rp 89,900.00 Rp 89,900.00





7.15 1 m² Pasang pintu teakwood rangkap lapis formika, rangka expose kayu klas IIBahan

0.025 M³ Papan Kayu klas II Rp 11,080,500.00 Rp 277,012.50 0.030 Kg Paku biasa 1 - 2,5 cm Rp 17,200.00 Rp 516.00 0.800 Kg Lem kayu Rp 15,000.00 Rp 12,000.00 1.000 Lbr Teakwood tebal 4 mm ukr. (90x220) cm Rp 89,900.00 Rp 89,900.00 0.500 Lbr Formica Rp 85,000.00 Rp 42,500.00





7.16 Memasang 1 m3 konstruksi kuda - kuda kayu kamperBahan

1.100 M³ Balok kayu kamper Rp 5,435,700.00 Rp 5,979,270.00 15.000 Kg Besi strip tebal 5 mm Rp 9,000.00 Rp 135,000.00

0.800 Kg Paku biasa 12 cm Rp 17,200.00 Rp 13,760.00 Jumlah (1) Rp 6,128,030.00


12.000 Org Tukang kayu Rp 90,000.00 Rp 1,080,000.00 1.200 Org Kepala tukang Rp 100,000.00 Rp 120,000.00 0.200 Org Mandor Rp 120,000.00 Rp 24,000.00




7.17 Memasang 1 m3 konstruksi kuda - kuda konvensional, kayu kamperBahan

1.100 M³ Balok kayu kamper Rp 5,435,700.00 Rp 5,979,270.00 15.000 Kg Besi strip tebal 5 mm Rp 9,000.00 Rp 135,000.00






7.18 Memasang 1 m3 konstruksi kuda - kuda kayu merantiBahan

1.100 M³ Balok kayu meranti Rp 5,210,000.00 Rp 5,731,000.00 15.000 Kg Besi strip tebal 5 mm Rp 9,000.00 Rp 135,000.00






7.19 Memasang 1 m3 konstruksi kuda - kuda konvensional, kayu merantiBahan

1.100 M³ Balok kayu meranti Rp 5,210,000.00 Rp 5,731,000.00 15.000 Kg Besi strip tebal 5 mm Rp 9,000.00 Rp 135,000.00






7.20 Memasang 1 m3 konstruksi kuda - kuda kayu kruwingBahan

1.100 M³ Balok kayu kruwing Rp 4,766,700.00 Rp 5,243,370.00 15.000 Kg Besi strip tebal 5 mm Rp 9,000.00 Rp 135,000.00






7.21 Memasang 1 m3 konstruksi kuda - kuda konvensioanl, kayu kruwingBahan

1.100 M³ Balok kayu kruwing Rp 4,766,700.00 Rp 5,243,370.00 15.000 Kg Besi strip tebal 5 mm Rp 9,000.00 Rp 135,000.00

5.600 Kg Paku biasa 12 cm Rp 17,200.00 Rp 96,320.00







7.22 Memasang 1 m3 kuda-kuda kayu lamaBahan

15.000 Kg Besi strip tebal 5 mm Rp 9,000.00 Rp 135,000.00 5.600 Kg Paku biasa 12 cm Rp 17,200.00 Rp 96,320.00






7.23 Memasang 1 m³ konstruksi kuda-kuda expose, kayu JatiBahan

1.200 M³ Kayu jati, balok Rp 14,300,000.00 Rp 17,160,000.00 15.000 Kg Besi strip tebal 5 mm Rp 9,000.00 Rp 135,000.00

5.600 Kg Paku 12 cm Rp 17,200.00 Rp 96,320.00 Jumlah (1) Rp 17,391,320.00





7.24 Memasang 1 m³ konstruksi kuda-kuda expose, kayu kamper Bahan

1.200 M³ Kayu kamper, balok Rp 5,435,700.00 Rp 6,522,840.00 15.000 Kg Besi strip tebal 5 mm Rp 9,000.00 Rp 135,000.00

5.600 Kg Paku 12 cm Rp 17,200.00 Rp 96,320.00 Jumlah (1) Rp 6,754,160.00





7.25 1 m³ Pasang konstruksi Gording kayu lamaBahan

15.000 Kg Besi strip Rp 9,000.00 Rp 135,000.00 Jumlah (1) Rp 135,000.00






7.26 1 m³ Pasang konstruksi Gording kayu merantiBahan

1.100 M³ Kayu meranti, balok Rp 5,210,000.00 Rp 5,731,000.00 15.000 Kg Besi strip Rp 9,000.00 Rp 135,000.00

3.000 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 51,600.00 Jumlah (1) Rp 5,917,600.00

Tenaga2.400 Org Pekerja Rp 80,000.00 Rp 192,000.00 7.200 Org Tukang kayu Rp 90,000.00 Rp 648,000.00 0.720 Org Kepala tukang Rp 100,000.00 Rp 72,000.00 0.120 Org Mandor Rp 120,000.00 Rp 14,400.00




7.27 1 m³ Pasang konstruksi Gording, kayu kruingBahan

1.100 M³ Kayu kruing, balok Rp 4,766,700.00 Rp 5,243,370.00 15.000 Kg Besi strip Rp 9,000.00 Rp 135,000.00

3.000 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 51,600.00 Jumlah (1) Rp 5,429,970.00




7.28 Memasang 1 m² kaso + reng ( kayu lama)Bahan

0.150 kg paku usuk Rp 13,000.00 Rp 1,950.00 0.1000 kg paku reng Rp 13,000.00 Rp 1,300.00


0.100 Org Pekerja Rp 80,000.00 Rp 8,000.00 0.100 Org Tukang kayu Rp 90,000.00 Rp 9,000.00 0.010 Org Kepala tukang Rp 100,000.00 Rp 1,000.00

0.0025 Org Mandor Rp 120,000.00 Rp 300.00 Jumlah (2) Rp 18,300.00

Jumlah (1) + (2) Rp 21,550.00 Keuntungan & over head (3) 12.0% Rp 2,586.00

Jumlah Rp 24,136.00 7.29 Memasang 1 m² kaso + reng , ( kayu kruing )

Bahan0.014 M³ Kaso-kaso ( 5x7 ) cm Rp 4,766,700.00 Rp 66,733.80

0.0036 M³ Reng ( 2x3 ) cm Rp 4,766,700.00 Rp 17,160.12 0.250 Kg Paku 5 cm dan 10 cm Rp 17,200.00 Rp 4,300.00


0.100 Org Pekerja Rp 80,000.00 Rp 8,000.00 0.100 Org Tukang kayu Rp 90,000.00 Rp 9,000.00 0.010 Org Kepala tukang Rp 100,000.00 Rp 1,000.00 0.005 Org Mandor Rp 120,000.00 Rp 600.00



7.30 Memasang 1 m² kaso + reng ( kayu kruing )Bahan

0.014 M³ Kaso-kaso ( 5x7 ) cm Rp 4,766,700.00 Rp 66,733.80 0.0048 M³ Reng ( 3x4 ) cm Rp 4,766,700.00 Rp 22,880.16

0.250 Kg Paku 5 cm dan 10 cm Rp 17,200.00 Rp 4,300.00 Jumlah (1) Rp 93,913.96

Tenaga0.100 Org Pekerja Rp 80,000.00 Rp 8,000.00 0.100 Org Tukang kayu Rp 90,000.00 Rp 9,000.00 0.010 Org Kepala tukang Rp 100,000.00 Rp 1,000.00 0.005 Org Mandor Rp 120,000.00 Rp 600.00



7.31 1 m² Pasang kaso + reng genteng kodok kayu kamperBahan

0.012 M³ Kayu kamper, balok Rp 5,435,700.00 Rp 65,228.40 0.150 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 2,580.00







7.32 1 m² Pasang kaso + reng genteng kodok kayu merantiBahan

0.012 M³ Kayu meranti, balok Rp 5,210,000.00 Rp 62,520.00 0.150 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 2,580.00





7.33 1 m² Pasang kaso + reng genteng kodok / Vlam kayu KruingBahan

0.014 M³ Kayu Kruing Rp 4,766,700.00 Rp 66,733.80 0.150 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 2,580.00





7.34 1 m² Pasang rangka langit-langit (1.00 x 1.00) m, kayu kamperBahan






7.35 1 m² Pasang rangka langit-langit (1.00 x 1.00) m, kayu merantiBahan






7.36 1 m² Pasang rangka langit-langit metalfuringBahan

1.000 m2 Metalfuring Rp 210,500.00 Rp 210,500.00 20.000 % Accessories Rp 42,100.00


0.150 Org Pekerja Rp 80,000.00 Rp 12,000.00 0.250 Org Tukang besi Rp 90,000.00 Rp 22,500.00 0.025 Org Kepala tukang Rp 100,000.00 Rp 2,500.00






7.37 1 m' Pasang lisplank ukuran (3 x 20) cm, kayu jatiBahan

0.0108 M³ Kayu jati, papan Rp 15,400,000.00 Rp 166,320.00 0.100 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 1,720.00





7.38 1 m' Pasang lisplank ukuran (3 x 20) cm, kayu kamperBahan

0.0108 M³ Kayu kamper, papan Rp 11,080,500.00 Rp 119,669.40 0.100 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 1,720.00





7.39 1 m' Pasang lisplank ukuran (3 x 20) cm, kayu merantiBahan

0.0108 M³ Kayu meranti, papan Rp 6,821,500.00 Rp 73,672.20 0.100 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 1,720.00





7.40 1 m' Pasang lisplang ukuran (3 x 30) cm, kayu kamperBahan

0.011 M³ Kayu kamper, papan Rp 11,080,500.00 Rp 121,885.50 0.050 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 860.00





7.41 1 m' Pasang lisplang ukuran (3 x 30) cm, kayu merantiBahan

0.011 M³ Kayu meranti, papan Rp 6,821,500.00 Rp 75,036.50 0.050 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 860.00








7.42 1 m' Pasang lisplang ukuran (2 x 20) cm, kayu kamper.Bahan

0.0048 M³ Kayu kamper, papan Rp 11,080,500.00 Rp 53,186.40 0.050 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 860.00





7.43 1 m' Pasang lisplang ukuran (2 x 20) cm, kayu merantiBahan

0.0048 M³ Kayu meranti, papan Rp 6,821,500.00 Rp 32,743.20 0.050 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 860.00





7.44 1 m² Pasang rangka dinding pemisah ( 60x120 ) cm, kayu kamperBahan






7.45 1 m² Pasang rangka dinding pemisah ( 60x120 ) cm, kayu merantiBahan






7.46 1 m² Pasang dinding pemisah teakwood rangkap, rangka kayu merantiBahan

0.028 M³ Kayu meranti, balok ukr. (6x12) cm Rp 5,210,000.00 Rp 145,880.00 0.150 Kg Paku biasa 5 cm & 10 cm Rp 17,200.00 Rp 2,580.00 0.860 Lbr Teakwood (120x240x4) Rp 64,900.00 Rp 55,814.00 0.560 Kg Lem kayu Rp 15,000.00 Rp 8,400.00


0.150 Org Pekerja Rp 80,000.00 Rp 12,000.00


0.450 Org Tukang kayu Rp 90,000.00 Rp 40,500.00 0.045 Org Kepala tukang Rp 100,000.00 Rp 4,500.00 0.008 Org Mandor Rp 120,000.00 Rp 960.00




7.47 1 m² Pasang dinding pemisah teakwood rangkap, rangka kayu kamperBahan

0.028 M³ Kayu kamper, balok ukr. (6x12) cm Rp 5,435,700.00 Rp 152,199.60 0.150 Kg Paku biasa 5 cm & 10 cm Rp 17,200.00 Rp 2,580.00 0.860 Lbr Teakwood (120x240x4) Rp 64,900.00 Rp 55,814.00 0.560 Kg Lem kayu Rp 15,000.00 Rp 8,400.00





7.48 1 m² Pasang dinding pemisah plywood rangkap, rangka kayu kamperBahan

0.028 M³ Kayu kamper, balok ukr. (6x12) cm Rp 5,435,700.00 Rp 152,199.60 0.150 Kg Paku biasa 5 cm & 10 cm Rp 17,200.00 Rp 2,580.00 0.860 Lbr Plywood tebal 4mm, ukr. (120cm x 240c Rp 125,000.00 Rp 107,500.00 0.560 Kg Lem kayu Rp 15,000.00 Rp 8,400.00





7.49 1 m² Pasang dinding pemisah plywood rangkap, rangka kayu merantiBahan

0.028 M³ Kayu meranti, balok ukr. (6x12) cm Rp 5,210,000.00 Rp 145,880.00 0.150 Kg Paku biasa 5 cm & 10 cm Rp 17,200.00 Rp 2,580.00 0.860 Lbr Plywood tebal 4mm, ukr. (120cm x 240c Rp 125,000.00 Rp 107,500.00 0.560 Kg Lem kayu Rp 15,000.00 Rp 8,400.00





7.50 1 m² Pasang plywood tebal 4mm, untuk dindingBahan

0.400 Lbr Plywood tebal 4mm, ukr. (120cm x 240c Rp 125,000.00 Rp 50,000.00 0.050 kg Paku 1 - 2,5 cm Rp 17,200.00 Rp 860.00







7.51 1 m² Pasang daun pintu Multiplek rangkap, rangka tertutup kayu kamperBahan

0.025 M³ Kayu kamper, papan Rp 11,080,500.00 Rp 277,012.50 0.030 Kg Paku biasa 1 - 2,5 cm Rp 17,200.00 Rp 516.00 0.500 kg Lem kayu Rp 15,000.00 Rp 7,500.00 1.000 Lbr Multiplek (120x240) 9 mm Rp 130,000.00 Rp 130,000.00





8. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP8.1 1 m² Pasang genteng lama


Jumlah Rp 27,200.00 Keuntungan & over head (3) 12.0% Rp 3,264.00

Jumlah Rp 30,464.00 8.2 1 m² Pasang genteng lokal model karangpilang ( kodok )

Bahan25.000 Bh Genteng kodok Rp 2,100.00 Rp 52,500.00


0.150 Org Pekerja Rp 80,000.00 Rp 12,000.00 0.075 Org Tukang kayu Rp 90,000.00 Rp 6,750.00 0.008 Org Kepala tukang Rp 100,000.00 Rp 800.00 0.008 Org Mandor Rp 120,000.00 Rp 960.00



8.3 1 m² Pasang genteng karangpilang ( bambe )Bahan

23.000 Bh Genteng Karang Pilang ( Bambe ) Rp 4,400.00 Rp 101,200.00 Jumlah (1) Rp 101,200.00

Tenaga0.150 Org Pekerja Rp 80,000.00 Rp 12,000.00 0.060 Org Tukang kayu Rp 90,000.00 Rp 5,400.00 0.006 Org Kepala tukang Rp 100,000.00 Rp 600.00 0.008 Org Mandor Rp 120,000.00 Rp 960.00



8.4 1 m² Pasang genteng Keramik / GlazzurBahan

14.000 Bh Genting keramik Rp 10,500.00 Rp 147,000.00 Jumlah (1) Rp 147,000.00



Keuntungan & over head (3) 12.0% Rp 19,915.20




8.5 1 m² Pasang Genting lokal Vlam PressBahan

25.000 Bh Genting Vlam press Rp 1,200.00 Rp 30,000.00 Jumlah (1) Rp 30,000.00




8.6 1 m² Pasang atap genteng betonBahan

11.000 bh Genteng beton Rp 3,600.00 Rp 39,600.00 0.030 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 516.00





8.7 1 m' Pasang Bubungan lokal model Karangpilang ( Kodok )Bahan

5.000 Bh Genteng bubung lokal model Kr.Pilang Rp 5,200.00 Rp 26,000.00 8.000 kg Semen portland Rp 1,450.00 Rp 11,600.00 0.032 M³ Pasir pasang Rp 134,800.00 Rp 4,313.60





8.8 1 m' Pasang bubung genteng Karang Pilang ( Bambe )Bahan

5.000 Bh Genteng bubung Karang Pilang Rp 13,200.00 Rp 66,000.00 8.000 kg Semen portland Rp 1,450.00 Rp 11,600.00 0.032 M³ Pasir pasang Rp 134,800.00 Rp 4,313.60





8.9 1 m' Pasang bubungan KeramikBahan

4.000 Bh Genteng bubung keramik Rp 27,500.00 Rp 110,000.00 8.000 kg Semen portland Rp 1,450.00 Rp 11,600.00 0.032 M³ Pasir pasang Rp 134,800.00 Rp 4,313.60


0.400 Org Pekerja Rp 80,000.00 Rp 32,000.00


0.200 Org Tukang kayu Rp 90,000.00 Rp 18,000.00 0.020 Org Kepala tukang Rp 100,000.00 Rp 2,000.00 0.002 Org Mandor Rp 120,000.00 Rp 240.00




8.10 1 m' Pasang bubung genteng Vlam presBahan

5.000 Bh Genteng bubung Vlam pres Rp 3,600.00 Rp 18,000.00 8.000 kg Semen portland Rp 1,450.00 Rp 11,600.00 0.032 M³ Pasir pasang Rp 134,800.00 Rp 4,313.60





8.11 1 m' Pasang nok genteng betonBahan

3.500 Bh Nok genteng beton Rp 5,200.00 Rp 18,200.00 0.050 Kg Paku biasa 2" - 5" Rp 17,200.00 Rp 860.00

10.800 kg Semen portland Rp 1,450.00 Rp 15,660.00 0.032 m3 Pasir pasang Rp 134,800.00 Rp 4,313.60 1.000 Kg Semen warna Rp 15,000.00 Rp 15,000.00





8.12 1 m² Pasang atap asbes gelombang BesarBahan

0.440 Lbr Asbes gelombang besar Rp 110,000.00 Rp 48,400.00 6.000 bh Paku Pancing Rp 1,200.00 Rp 7,200.00





8.13 1 m² Pasang atap asbes gelombang kecilBahan

0.350 Lbr Asbes gelombang kecil Rp 87,500.00 Rp 30,625.00 6.000 bh Paku Pancing Rp 1,200.00 Rp 7,200.00





8.14 1 m' Pasang bubung Asbes gelombang BesarBahan

1.000 m' Bubung asbes Gelombang besar Rp 52,500.00 Rp 52,500.00 6.000 Bh Paku sekrup / pancing Rp 1,200.00 Rp 7,200.00

Jumlah (1) Rp 59,700.00






8.15 1 m' Pasang bubung Asbes gelombang KecilBahan

1.000 m' Bubung asbes Gelombang kecil Rp 40,000.00 Rp 40,000.00 6.000 Bh Paku sekrup / pancing Rp 1,200.00 Rp 7,200.00





8.16 1 m² Pasang atap seng gelombang BJLS 30 ( Gording Kayu )Bahan

0.400 Lbr Seng gelombang BJLS 30 Rp 100,000.00 Rp 40,000.00 0.020 Kg Paku biasa ½" - 1" Rp 17,200.00 Rp 344.00





8.17 1 m² Pasang atap seng gelombang BJLS 30 ( Gording Besi C )Bahan

0.400 Lbr Seng gelombang BJLS 30 Rp 100,000.00 Rp 40,000.00 6.000 Bh Paku sekrup / pancing Rp 1,200.00 Rp 7,200.00





8.18 1 m' Pasang atap nok seng platBahan

0.300 Lbr Seng plat BJLS 30 Rp 42,000.00 Rp 12,600.00 0.040 Kg Paku biasa ½" - 1" Rp 17,200.00 Rp 688.00





8.19 1 m² Pasang Roofligt Fiberglass ( 180 x 190 ) cmBahan

0.600 Lbr Rooflight Fiberglass Rp 300.00 Rp 180.00 0.050 Kg Paku biasa 1/2" - 1" Rp 17,200.00 Rp 860.00








8.20 1 m² Pasang PolycarbonatBahan

1.000 m2 Polycarbonat Rp 50,900.00 Rp 50,900.00 6.000 bh Baut kait Rp 1,900.00 Rp 11,400.00





9. ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT-LANGIT (PLAFOND)9.1 1 m² Memasang Langit - langit asbes ( 1 x 1 ) m, tebal 4 mm

Bahan1.000 Lbr Asbes ( 1 x 1 ) m Rp 18,100.00 Rp 18,100.00 0.010 Kg Paku Rp 17,200.00 Rp 172.00





9.2 1 m² Memasang Langit - langit tripleks (120 x 240) cm , tebal 3 mmBahan

0.375 Lbr Tripleks 3 mm Rp 48,800.00 Rp 18,300.00 0.030 Kg Paku tripleks Rp 17,200.00 Rp 516.00
















0.010 Org Kepala tukang Rp 100,000.00 Rp 1,000.00 0.005 Org Mandor Rp 120,000.00 Rp 600.00




9.5 1 m² Langit - langit asbes (1,00 x 1,00)m, Tebal 4 mm, rangka MerantiBahan

0.012 M³ Kayu meranti, balok Rp 5,210,000.00 Rp 62,520.00 0.060 Kg Paku biasa Rp 17,200.00 Rp 1,032.00 1.000 Lbr Asbes 1,00 x 1,00 m Rp 18,100.00 Rp 18,100.00





9.6 1 m² Langit - langit gypsum board, tebal 9 mmBahan

0.364 Lbr Gypsum board (120 x 240 x 9) mm Rp 69,100.00 Rp 25,152.40 0.110 Kg Paku / Paku skrup Rp 17,200.00 Rp 1,892.00





9.7 1 m² Langit - langit GRC 4 mmBahan

1.000 m2 GRC board 244 x 122 tebal 4 mm Rp 20,155.87 Rp 20,155.87 0.010 m3 Kayu klas II Rp 5,435,700.00 Rp 54,357.00 0.050 kg paku plywood Rp 17,200.00 Rp 860.00 0.200 Kg Paku biasa Rp 13,000.00 Rp 2,600.00





9.8 1 m' List Plafond Gypsum ProfilBahan

1.050 m List Gypsum Profil Rp 25,000.00 Rp 26,250.00 0.150 Kg Tepung gypsum Rp 3,000.00 Rp 450.00






9.9 1 m² Kerangka langit-langit kayu MerantiBahan

0.012 M³ Kayu meranti, balok Rp 5,210,000.00 Rp 62,520.00 0.050 Kg Paku biasa Rp 17,200.00 Rp 860.00





9.10 1 m² Langit - langit gypsum board, tebal 9 mm + Rangka kayu merantiBahan

0.364 Lbr Gypsum board (120 x 240 x 9) mm Rp 69,100.00 Rp 25,152.40 0.170 Kg Paku / Paku skrup Rp 17,200.00 Rp 2,924.00 0.012 M³ Kayu meranti, balok Rp 5,210,000.00 Rp 62,520.00





9.11 1 m' Pasang list langit - langit kayu profilBahan

1.050 M' List kayu kamper Rp 7,000.00 Rp 7,350.00 0.010 kg paku Rp 17,200.00 Rp 172.00





9.12 1 m² Langit - langit gypsum board, tebal 9 mm + Rangka hollow Bahan

4.500 m1 Rangka hollow 4x4 cm , 0,35 mm Rp 23,800.00 Rp 107,100.00 0.360 lbr Gypsum board 9 mm Rp 69,100.00 Rp 24,876.00 0.050 roll Kasa gypsum Rp 26,700.00 Rp 1,335.00 0.450 kg Tepung gypsum Rp 3,000.00 Rp 1,350.00 0.003 kg Alkasit Rp 32,000.00 Rp 96.00 0.150 kg Paku skrup Rp 18,000.00 Rp 2,700.00 5.000 m1 Kawat penggantung Rp 6,000.00 Rp 30,000.00






10. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI & PENUTUP DINDING

10.1. 1 m' Pasang plint keramik artistik 10 x 20 cmBahan

5.30 bh Plint keramik artistik 10 x 20 cm Rp 10,300.00 Rp 54,590.00 1.140 kg Semen portland Rp 1,450.00 Rp 1,653.00

0.0030 M³ Pasir pasang Rp 134,800.00 Rp 404.40 0.025 Kg Semen warna Rp 15,000.00 Rp 375.00


0.090 Org Pekerja Rp 80,000.00 Rp 7,200.00 0.090 Org Tukang batu Rp 90,000.00 Rp 8,100.00 0.009 Org Kepala tukang Rp 100,000.00 Rp 900.00



Jumlah Rp 82,681.09 10.2. 1 m' Pasang plint keramik artistik 10 x 10 cm

Bahan10.60 bh Plint keramik artistik 10 x 10 cm Rp 15,800.00 Rp 167,480.00 1.140 kg Semen portland Rp 1,450.00 Rp 1,653.00

0.0030 M³ Pasir pasang Rp 134,800.00 Rp 404.40 0.050 Kg Semen warna Rp 15,000.00 Rp 750.00





Jumlah Rp 209,537.89 10.3 1 m' Pasang plint keramik artistik 5 x 20 cm

Bahan5.30 bh Plint keramik artistik 5 x 20 cm Rp 22,000.00 Rp 116,600.00

0.570 kg Semen portland Rp 1,450.00 Rp 826.50 0.0015 M³ Pasir pasang Rp 134,800.00 Rp 202.20

0.013 Kg Semen warna Rp 15,000.00 Rp 195.00 Jumlah (1) Rp 117,823.70




Jumlah Rp 153,690.54 10.4 1 m² Pasang lantai keramik 20 x 20 cm

Bahan1.000 m2 Keramik 20 x 20 cm Rp 44,000.00 Rp 44,000.00

10.400 kg Semen portland Rp 1,450.00 Rp 15,080.00 0.045 M³ Pasir pasang Rp 134,800.00 Rp 6,066.00 1.620 Kg Semen warna Rp 15,000.00 Rp 24,300.00







10.5 1 m² Pasang lantai keramik 30 x 30 cm ( Polos )Bahan

1.000 m2 Ubin keramik 30 x 30 cm Rp 45,000.00 Rp 45,000.00 10.000 kg Semen portland Rp 1,450.00 Rp 14,500.00

0.045 M³ Pasir pasang Rp 134,800.00 Rp 6,066.00 1.500 Kg Semen warna Rp 15,000.00 Rp 22,500.00





10.6 1 m² Pasang lantai Keramik 30 x 30 cm, ( Motif ) Bahan

1.000 m2 Keramik 30 x 30 cm Rp 46,200.00 Rp 46,200.00 10.000 kg Semen portland Rp 1,450.00 Rp 14,500.00






10.7 1 m² Pasang lantai Keramik mozaik 30 x 30 cm Bahan

1.000 m2 Keramik mozaik 30 x 30 cm Rp 46,200.00 Rp 46,200.00 14.150 kg Semen portland Rp 1,450.00 Rp 20,517.50







1.000 m2 keramik lantai 33 x 33 cm Rp 89,300.00 Rp 89,300.00 8.190 kg Semen portland Rp 1,450.00 Rp 11,875.50 0.045 M³ Pasir pasang Rp 134,800.00 Rp 6,066.00 1.620 Kg Semen warna Rp 15,000.00 Rp 24,300.00







1.000 m2 Ubin keramik 40 x 40 cm Rp 47,500.00 Rp 47,500.00 9.800 kg Semen portland Rp 1,450.00 Rp 14,210.00 0.045 M³ Pasir pasang Rp 134,800.00 Rp 6,066.00 1.300 Kg Semen warna Rp 15,000.00 Rp 19,500.00





10.10 1 m² Pasang lantai keramik 40 x 40 cm ( Motif )Bahan

1.000 m2 Ubin keramik 40 x 40 cm Rp 49,400.00 Rp 49,400.00 9.800 kg Semen portland Rp 1,450.00 Rp 14,210.00 0.045 M³ Pasir pasang Rp 134,800.00 Rp 6,066.00 1.300 Kg Semen warna Rp 15,000.00 Rp 19,500.00





10.11 1 m² Pasang lantai keramik 60 x 60 cm Bahan

1.600 m2 Lantai keramik 60 x 60 cm Rp 96,900.00 Rp 155,040.00 9.600 kg Semen portland Rp 1,450.00 Rp 13,920.00 0.045 M³ Pasir pasang Rp 134,800.00 Rp 6,066.00 1.500 Kg Semen warna Rp 15,000.00 Rp 22,500.00





10.12 1 m² Pasang lantai granit 60 x 60 cm Bahan

1.600 m2 Lantai granito tile Rp 138,700.00 Rp 221,920.00 9.800 kg Semen portland Rp 1,450.00 Rp 14,210.00 0.045 M³ Pasir pasang Rp 134,800.00 Rp 6,066.00 1.300 Kg Semen warna Rp 15,000.00 Rp 19,500.00






10.13 1 m² Pasang dinding keramik 10 x 20 cmBahan

1.000 m2 Keramik 10 x 20 cm Rp 49,900.00 Rp 49,900.00 9.300 kg Semen portland Rp 1,450.00 Rp 13,485.00 0.018 M³ Pasir pasang Rp 134,800.00 Rp 2,426.40 2.750 Kg Semen warna Rp 15,000.00 Rp 41,250.00

















10.16 1 m' Pasang plint kayu kamper tebal 2 cm, lebar 10 cmBahan

0.003 m3 Papan kayu kelas I Rp 15,400,000.00 Rp 46,200.00 0.050 kg Paku / skrup 5 cm Rp 17,200.00 Rp 860.00





10.17 Pemasangan 1 m2 lantai karpetBahan

1.050 m2 karpet Rp 350,000.00 Rp 367,500.00


0.350 kg Lem Rp 40,000.00 Rp 14,000.00 Jumlah (1) Rp 381,500.00




10.18 Pemasangan 1 m2 underlayer ( pelapis bawah karpet)Bahan

1.050 m2 underlayer Rp 50,000.00 Rp 52,500.00 0.350 kg Lem Rp 40,000.00 Rp 14,000.00





10.19 Pemasangan 1 m2 lantai parquet kayuBahan

1.050 m2 Parquet Rp 200,000.00 Rp 210,000.00 0.600 kg Lem Rp 40,000.00 Rp 24,000.00





10.20 Pemasangan 1 m2 lantai vynil ukuran 30 cm x 30 cmBahan

11.870 bh Vynil Rp 70,000.00 Rp 830,900.00 0.350 kg Lem Rp 40,000.00 Rp 14,000.00





11. ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI DAN ALUMUNIUM11.1 Memasang 1 kg Besi profil

Bahan1.150 Kg Besi profil Rp 11,000.00 Rp 12,650.00


0.060 Org Pekerja Rp 80,000.00 Rp 4,800.00 0.060 Org Tukang las Rp 90,000.00 Rp 5,400.00 0.006 Org Kepala tukang Rp 100,000.00 Rp 600.00 0.003 Org Mandor Rp 120,000.00 Rp 360.00

Jumlah (2) Rp 11,160.00



Jumlah Rp 26,667.20 11.2 Memasang 1 kg Rangka kuda-kuda baja IWF

Bahan1.150 Kg Besi baja IWF Rp 11,000.00 Rp 12,650.00


0.060 Org Pekerja Rp 80,000.00 Rp 4,800.00 0.060 Org Tukang besi Rp 90,000.00 Rp 5,400.00 0.006 Org Kepala tukang Rp 100,000.00 Rp 600.00 0.003 Org Mandor Rp 120,000.00 Rp 360.00




11.3 Memasang 1 kg Rangka kuda-kuda baja siku

Bahan

1.150 Kg Besi baja siku Rp 11,900.00 Rp 13,685.00

Jumlah (1) Rp 13,685.00

Tenaga

0.060 Org Pekerja Rp 80,000.00 Rp 4,800.00

0.060 Org Tukang besi Rp 90,000.00 Rp 5,400.00

0.006 Org Kepala tukang Rp 100,000.00 Rp 600.00

0.003 Org Mandor Rp 120,000.00 Rp 360.00

Jumlah (2) Rp 11,160.00

Jumlah (1) + (2) Rp 24,845.00


Jumlah Rp 27,826.40 11.4 Memasang 1 kg Rangka kuda-kuda baja C

Bahan

1.150 Kg Besi baja C Rp 11,900.00 Rp 13,685.00

Jumlah (1) Rp 13,685.00

Tenaga

0.060 Org Pekerja Rp 80,000.00 Rp 4,800.00



0.003 Org Mandor Rp 120,000.00 Rp 360.00

Jumlah (2) Rp 11,160.00

Jumlah (1) + (2) Rp 24,845.00


Jumlah Rp 27,826.40 11.5 Memasang 1 kg Plat simpul , landasan, ikatan gording & Trekstang

Bahan

1.150 Kg Besi Plat landasan ,Trekstang Rp 11,900.00 Rp 13,685.00

Jumlah (1) Rp 13,685.00

Tenaga

0.060 Org Pekerja Rp 80,000.00 Rp 4,800.00



0.003 Org Mandor Rp 120,000.00 Rp 360.00

Jumlah (2) Rp 11,160.00

Jumlah (1) + (2) Rp 24,845.00


Jumlah Rp 27,826.40 11.6 Mengerjakan 100 kg pekerjaan perakitan

Bahan1.000 Ltr Solar Rp 10,200.00 Rp 10,200.00 0.100 Ltr Minyak pelumas Rp 15,000.00 Rp 1,500.00



Jumlah (2) Rp 17,700.00 Alat

0.800 Jam Sewa alat Rp 15,000.00 Rp 12,000.00 Jumlah (2) Rp 30,300.00

Jumlah (1)+(2)+(3) Rp 59,700.00 per kg Rp 597.00




11.7 Mengerjakan 10 cm pengelasan dengan las listrikBahan

0.400 Kg Kawat las listrik Rp 33,900.00 Rp 13,560.00 0.300 Ltr Solar Rp 10,200.00 Rp 3,060.00 0.040 Ltr Minyak pelumas Rp 15,000.00 Rp 600.00



Jumlah (2) Rp 5,440.00 Alat

0.170 Jam Sewa alat Rp 15,000.00 Rp 2,550.00 Jumlah (2) Rp 8,230.00

Jumlah (1)+(2)+(3) Rp 30,890.00 per cm Rp 3,089.00


11.8 1 m² Pasang pintu besi bajaBahan

1.000 M² Pintu besi baja Rp 519,200.00 Rp 519,200.00 Jumlah (1) Rp 519,200.00

Tenaga1.050 Org Tukang besi konstruksi Rp 90,000.00 Rp 94,500.00 1.050 Org Pekerja Rp 80,000.00 Rp 84,000.00 0.105 Org Kepala tukang Rp 100,000.00 Rp 10,500.00 0.052 Org Mandor Rp 120,000.00 Rp 6,240.00



11.9 1 m² Pasang pintu gulung besiBahan

1.000 M² Pintu gulung besi Rp 519,200.00 Rp 519,200.00 Jumlah (1) Rp 519,200.00

Tenaga1.200 Org Tukang besi konstruksi Rp 90,000.00 Rp 108,000.00 1.200 Org Pekerja Rp 80,000.00 Rp 96,000.00 0.120 Org Kepala tukang Rp 100,000.00 Rp 12,000.00 0.006 Org Mandor Rp 120,000.00 Rp 720.00



11.10 1 m² Pasang pintu lipat (folding door) bahan plastik/PVCBahan

1.000 M² Pintu lipat Rp 519,200.00 Rp 519,200.00 Jumlah (1) Rp 519,200.00

Tenaga0.440 Org Tukang besi konstruksi Rp 90,000.00 Rp 39,600.00 0.440 Org Pekerja Rp 80,000.00 Rp 35,200.00 0.044 Org Kepala tukang Rp 100,000.00 Rp 4,400.00



Jumlah Rp 673,164.80 11.11 1 m² Pasang terali besi strip (2x3)mm

Bahan6.177 kg Besi strip 2 x 3 Rp 9,000.00 Rp 55,593.00

27.080 cm Pengelasan Rp 3,089.00 Rp 83,650.12 Jumlah (1) Rp 139,243.12

Tenaga 1.670 Org Tukang las Rp 90,000.00 Rp 150,300.00


1.670 Org Pekerja Rp 80,000.00 Rp 133,600.00 0.167 Org Kepala tukang Rp 100,000.00 Rp 16,700.00 0.083 Org Mandor Rp 120,000.00 Rp 9,960.00




11.12 1 m² Pasang kawat harmonikaBahan

1.100 M² Kawat harmonika Rp 30,000.00 Rp 33,000.00 0.020 Kg Paku biasa ½" - 1" Rp 17,200.00 Rp 344.00





Jumlah Rp 57,572.48 11.13 1 m² Pasang kawat kassa + rangka kayu

Bahan1.100 M² Kawat kassa Rp 29,800.00 Rp 32,780.00 0.020 Kg Paku biasa ½" - 1" Rp 17,200.00 Rp 344.00

0.0018 M³ Kayu kamper, papan Rp 11,080,500 Rp 19,944.90 Jumlah (1) Rp 53,068.90

Tenaga0.100 Org Pekerja Rp 80,000.00 Rp 8,000.00 0.100 Org Tukang kayu Rp 90,000.00 Rp 9,000.00 0.010 Org Kepala tukang Rp 100,000.00 Rp 1,000.00



Jumlah Rp 80,269.17 11.14 1 m² Pasang jendela nako

Bahan1.100 lbr Jendela nako (rangka+kaca 5mm) Rp 149,960.00 Rp 164,956.00

10.000 Buah Paku skrup 1 cm - 2.5 cm Rp 1,200.00 Rp 12,000.00 Jumlah (1) Rp 176,956.00




11.15 1 m² Pasang jendela nako + teralisBahan

1.100 lbr Jendela Nako Rp 149,960.00 Rp 164,956.00 10.000 bh Paku sekrup 1 - 2,5 cm Rp 100.00 Rp 1,000.00

7.000 m' Besi Strip Rp 9,000.00 Rp 63,000.00 Jumlah (1) Rp 228,956.00




11.16 1 m' Pasang talang datar, seng BJLS 30Bahan

1.000 m' Seng plat ukuran 70 BJLS 30 Rp 38,700.00 Rp 38,700.00 0.015 Kg Paku biasa ½" - 1" Rp 17,200.00 Rp 258.00

0.0096 M³ Kayu meranti , papan Rp 6,821,500.0 Rp 65,486.40 0.250 Kg Flincote / meni besi Rp 35,900.00 Rp 8,975.00

Jumlah (1) Rp 113,419.40







11.17 1 m' Pasang talang miring, seng BJLS 30Bahan

1.00 m' Seng plat ukuran 90 BJLS 30 Rp 42,000.00 Rp 42,000.00 0.015 Kg Paku biasa ½" - 1" Rp 17,200.00 Rp 258.00 0.019 M³ Kayu meranti , papan Rp 6,821,500.0 Rp 129,608.50 0.300 Kg Flincote / meni besi Rp 35,900.00 Rp 10,770.00





Jumlah Rp 251,424.88 11.18 1 m' Pasang talang datar / jurai, seng BJLS 30 lebar 90 cm

Bahan1.050 m' Seng plat Rp 42,000.00 Rp 44,100.00 0.015 Kg Paku 1 cm - 2,5 cm Rp 17,200.00 Rp 258.00 0.019 m3 Kayu meranti , papan Rp 6,821,500.0 Rp 129,608.50


0.200 Org Pekerja Rp 80,000.00 Rp 16,000.00 0.400 Org Tukang besi Rp 90,000.00 Rp 36,000.00 0.025 Org Kepala tukang Rp 100,000.00 Rp 2,500.00 0.010 Org Mandor Rp 120,000.00 Rp 1,200.00



11.19 1 Batang Memasang Tiang Pagar PMG 2" Tinggi 1,5 MBahan

1.500 m' Besi Pipa Galvanis medium 2" Rp 70,000.00 Rp 105,000.00 Jumlah (1) Rp 105,000.00

Tenaga0.063 hari Tukang Rp 90,000.00 Rp 5,670.00 0.250 hari Pekerja Rp 80,000.00 Rp 20,000.00



11.20 1 m' Pasang talang miring, seng BJLS 30Bahan

1.00 m' Seng plat ukuran 90 BJLS 30 Rp 42,000.00 Rp 42,000.00 0.015 Kg Paku biasa ½" - 1" Rp 17,200.00 Rp 258.00 0.019 M³ Kayu meranti , papan Rp 6,821,500.0 Rp 129,608.50 0.300 Kg Flincote / meni besi Rp 35,900.00 Rp 10,770.00





Jumlah Rp 251,424.88 11.21 1 m' Pasang talang ½ lingkaran D-10 cm, seng bjls 30

Bahan0.300 Lbr Seng plat 3' x 6' bjls 30 Rp 42,000.00 Rp 12,600.00 0.100 Kg Paku biasa ½" - 1" Rp 17,200.00 Rp 1,720.00 0.019 M³ Kayu borneo , papan Rp 6,821,500.0 Rp 129,608.50 0.500 Kg Besi strip Rp 9,000.00 Rp 4,500.00

Jumlah (1) Rp 148,428.50







11.22 1 m' Pasang talang ½ lingkaran D-15 cm, seng plat BJLS 30 lebar 45 cmBahan

1.050 Lbr Seng plat Rp 30,300.00 Rp 31,815.00 0.010 Kg Paku 1 cm - 2.5 cm Rp 17,200.00 Rp 172.00 0.500 Kg Besi strip Rp 9,000.00 Rp 4,500.00


0.150 Org Pekerja Rp 80,000.00 Rp 12,000.00 0.300 Org Tukang besi Rp 90,000.00 Rp 27,000.00 0.030 Org Kepala tukang Rp 100,000.00 Rp 3,000.00 0.008 Org Mandor Rp 120,000.00 Rp 960.00



11.23 1 m² Pasang pintu aluminium / PVCBahan

1.000 M² Pintu aluminium Rp 260,000.00 Rp 260,000.00 Jumlah (1) Rp 260,000.00

Tenaga1.050 Org Tukang besi konstruksi Rp 90,000.00 Rp 94,500.00 1.050 Org Pekerja Rp 80,000.00 Rp 84,000.00 0.105 Org Kepala tukang Rp 100,000.00 Rp 10,500.00



Jumlah Rp 503,578.88 11.24 1 m² Pasang kawat nyamuk

Bahan1.100 M² Kawat nyamuk Rp 29,800.00 Rp 32,780.00

11.110 cm pengelasan Rp 3,089.00 Rp 34,318.79 1.7160 M³ Baja strip (0,2 x 2) cm Rp 9,000.00 Rp 15,444.00





Jumlah Rp 112,675.12 11.25 1 btg Memasang Tiang Penghubung Pagar BRC Ukuran Ø 1.5" x 1200

Bahan 1.00 btg Rp 149,200.00 Rp 149,200.00


0.063 hari Tukang besi Rp 90,000.00 Rp 5,670.00 0.250 hari Pekerja Rp 80,000.00 Rp 20,000.00



11.26 1 btg Memasang Tiang Penghubung Pagar BRC Ukuran Ø 1.5" x 1500Bahan

1.00 btg Rp 178,000.00 Rp 178,000.00 Jumlah (1) Rp 178,000.00

Tenaga0.063 hari Tukang besi Rp 90,000.00 Rp 5,670.00 0.250 hari Pekerja Rp 80,000.00 Rp 20,000.00



Tiang penghubung Uk. f 1.5" x 1200



11.27 1 btg Memasang Tiang Penghubung Pagar BRC Ukuran Ø 1.5" x 1800Bahan

1.00 btg Rp 206,300.00 Rp 206,300.00 Jumlah (1) Rp 206,300.00




11.28Bahan

1.000 Pagar BRC 2500x1500 Rp 132,555.56 Rp 132,555.56 Jumlah (1) Rp 132,555.56




11.29 1 unit Pintu Pagar BRC Swing Tunggal uk. 1000 x 1000 Bahan

1.000 unit Pintu Rp 557,300.00 Rp 557,300.00 Jumlah (1) Rp 557,300.00




11.30 1 m' pasang kusen alumunium jendela 4 "Bahan

1.100 m Profil alumunium 4 " Rp 114,500.00 Rp 125,950.00 2.000 Buah Skrup fixer Rp 6,700.00 Rp 13,400.00 0.060 Tube Sealant Rp 10,700.00 Rp 642.00


0.043 Org Pekerja Rp 80,000.00 Rp 3,440.00 0.043 Org Tukang khusus aluminium Rp 90,000.00 Rp 3,870.00




11.31 1 m' Mengerjakan Slimar AlumuniumBahan

1.000 m' Slimar Aluminium Rp 17,300.00 Rp 17,300.00 1.000 m' Karet kusen aluminium Rp 100,000.00 Rp 100,000.00



0.0060 Org Kepala tukang Rp 100,000.00 Rp 600.00 0.0100 Org Mandor Rp 120,000.00 Rp 1,200.00



11.32 1 Unit Pek. Kusen Pintu Alumunium Uk. 0,8 x 2,7 m' , daun pintu panel multiplek rangka kayu kamperBahan

7.000 m' Profil alumunium 4" natural Rp 147,984.00 Rp 1,035,888.00


1 M² Pasangan Pagar BRC

m²


1.680 m2 Daun pintu multiplek 9mm rangka kampe Rp 685,228.50 Rp 1,151,183.88 0.370 m2 kaca polos 5 mm Rp 77,800.00 Rp 28,786.00 1.500 ps Engsel pintu 4 " Rp 73,200.00 Rp 109,800.00 1.000 bh Grendel pintu 2" Rp 10,125.00 Rp 10,125.00 1.000 bh Kunci tanam 2 slaagh Rp 100,000.00 Rp 100,000.00 5.00% % aksesosis Rp 54,716.88 Rp 2,735.84

Jumlah Rp 2,438,518.72


11.33 1 Unit Pek. Kusen Pintu Alumunium+kaca uk.1,30 x 2,8 m' (2 daun pintu panel multiplek,rangka kamper)Bahan

8.900 m' Profil alumunium 4" natural Rp 147,984.00 Rp 1,317,057.60 2.730 m2 Daun pintu multiplek 9mm rangka kampe Rp 685,228.50 Rp 1,870,673.81 0.650 m2 kaca polos 5 mm Rp 77,800.00 Rp 50,570.00 1.500 ps Engsel pintu 4 " Rp 73,200.00 Rp 109,800.00 1.000 ps Spagnolet tanam Rp 196,875.00 Rp 196,875.00 1.000 bh Kunci tanam 2 slaagh Rp 100,000.00 Rp 100,000.00 5.00% % aksesosis Rp 64,054.38 Rp 3,202.72

Jumlah Rp 3,648,179.12

11.34 1 Unit Pek. Kusen Pintu Alumunium+kaca uk.1,50 x 2,7 m' (2 daun pintu panel multiplek,rangka kamper)Bahan

8.800 m' Profil alumunium 4" natural Rp 147,984.00 Rp 1,302,259.20 2.940 m2 Daun pintu multiplek 9mm rangka kampe Rp 685,228.50 Rp 2,014,571.79 0.700 m2 kaca polos 5 mm Rp 77,800.00 Rp 54,460.00 1.500 ps Engsel pintu 4 " Rp 73,200.00 Rp 109,800.00 1.000 ps Spagnolet tanam Rp 196,875.00 Rp 196,875.00 1.000 bh Kunci tanam 2 slaagh Rp 100,000.00 Rp 100,000.00 5.00% % aksesosis Rp 64,054.38 Rp 3,202.72

Jumlah Rp 3,781,168.71

11.35 1 Unit Pek. Kusen Jendela Alumunium Uk. 2 x 1,5 m' (3 lubang) dengan 2 daun jendelaBahan

12.000 m' Profil alumunium 4" natural Rp 147,984.00 Rp 1,775,808.00 5.400 m' Profil daun jendea alum. Rp 244,500.00 Rp 1,320,300.00 1.810 m2 kaca polos 5 mm Rp 77,800.00 Rp 140,818.00 2.000 ps Engsel jendela 3 " Rp 15,000.00 Rp 30,000.00 2.000 bh Slot handle jendela Rp 10,125.00 Rp 20,250.00 2.000 bh hak kait angin jendela biasa Rp 25,000.00 Rp 50,000.00 5.00% % aksesosis Rp 26,020.45 Rp 1,301.02

Jumlah Rp 3,338,477.02

11.36 1 Unit Pek. Kusen Jendela Alumunium Uk. 2,65 x 1,5 m' (4 lubang) dengan 2 daun jendelaBahan

15.450 m' Profil alumunium 4" natural Rp 147,984.00 Rp 2,286,352.80 5.400 m' Profil daun jendea alum. Rp 244,500.00 Rp 1,320,300.00 2.550 m2 kaca polos 5 mm Rp 77,800.00 Rp 198,390.00 2.000 ps Engsel jendela 3 " Rp 15,000.00 Rp 30,000.00 2.000 bh Slot handle jendela Rp 10,125.00 Rp 20,250.00 2.000 bh hak kait angin jendela biasa Rp 25,000.00 Rp 50,000.00 5.00% % aksesosis Rp 26,020.45 Rp 1,301.02

Jumlah Rp 3,906,593.82

11.37 1 m' Mengerjakan Kusen pintu/jendela Aluminium 3"Bahan

1.100 m Kusen alumunium 3 " Rp 114,500.00 Rp 125,950.00 2.000 Buah Skrup fixer Rp 6,700.00 Rp 13,400.00 0.060 Tube Sealant Rp 10,700.00 Rp 642.00






11.38 1 m' Pasangan Talang Pembuluh Pipa PVC 4" Type DBahan


1.000 m' Pipa PVC 4" Type D Rp 59,000.00 Rp 59,000.00 1.000 bj Klem PVC Rp 1,500.00 Rp 1,500.00


0.250 Org Pekerja Rp 80,000.00 Rp 20,000.00 Jumlah (2) Rp 20,000.00


Jumlah Rp 90,160.00


11.39 1 m' Pasangan Talang Pembuluh Pipa PVC 3" Type DBahan

1.000 m' Pipa PVC 3" Type D Rp 40,200.00 Rp 40,200.00 1.000 bj Klem PVC Rp 1,500.00 Rp 1,500.00


0.250 Org Pekerja Rp 80,000.00 Rp 20,000.00 Jumlah (2) Rp 20,000.00


Jumlah Rp 69,104.00 11.40 1 m² Pasang pintu kaca rangka aluminium

Bahan4.400 m' Profil alumunium 4 " Rp 114,500.00 Rp 503,800.00 4.500 m' Profil kaca Rp 77,800.00 Rp 350,100.00 0.270 tube sealant Rp 10,700.00 Rp 2,889.00


0.085 Org Tukang alumunium Rp 90,000.00 Rp 7,650.00 0.085 Org Pekerja Rp 80,000.00 Rp 6,800.00 0.009 Org Kepala tukang Rp 100,000.00 Rp 900.00 0.005 Org Mandor Rp 120,000.00 Rp 624.00



11.41 1 m² Pasang pintu aluminium strip lebar 8 cmBahan

4.400 m' Profil alumunium Rp 114,500.00 Rp 503,800.00 14.600 m' Alumunium strip Rp 37,000.00 Rp 540,200.00


0.0850 Org Tukang alumunium Rp 90,000.00 Rp 7,650.00 0.0850 Org Pekerja Rp 80,000.00 Rp 6,800.00 0.0085 Org Kepala tukang Rp 100,000.00 Rp 850.00 0.0042 Org Mandor Rp 120,000.00 Rp 504.00



11.42 Memasang 1 m² pintu gulung (rolling door) besiBahan

1.000 m2 Pintu Gulung (Rolling Door) Besi Rp 174,200.00 Rp 174,200.00 Jumlah (1) Rp 174,200.00

Tenaga1.2000 Org Tukang alumunium Rp 90,000.00 Rp 108,000.00 1.2000 Org Pekerja Rp 80,000.00 Rp 96,000.00 0.1200 Org Kepala tukang Rp 100,000.00 Rp 12,000.00 0.0060 Org Mandor Rp 120,000.00 Rp 720.00



11.43 Memasang 1 m² pintu gulung (rolling door) alumuniumBahan

1.000 m2 Rolling Door alumunium Rp 348,400.00 Rp 348,400.00 Jumlah (1) Rp 348,400.00

Tenaga1.0000 Org Tukang alumunium Rp 90,000.00 Rp 90,000.00 1.0000 Org Pekerja Rp 80,000.00 Rp 80,000.00 0.1000 Org Kepala tukang Rp 100,000.00 Rp 10,000.00 0.0500 Org Mandor Rp 120,000.00 Rp 6,000.00






11.44 Memasang 1 m² rangka besi hollow 1 x 40.40.2 mm, modul 60 x 60 cm, plafonBahan

4.0000 m' Rangka metal hollow 40.40.2 mm Rp 20,800.00 Rp 83,200.00 100%x rangka Aksesoris (perkuatan, las, dll) Rp 83,200.00


0.3500 Org Tukang besi Rp 90,000.00 Rp 31,500.00 0.3500 Org Pekerja Rp 80,000.00 Rp 28,000.00 0.0350 Org Kepala tukang Rp 100,000.00 Rp 3,500.00 0.0180 Org Mandor Rp 120,000.00 Rp 2,160.00



11.45 Memasang 1 m² rangka besi hollow 1 x 40.40.2 mm, modul 60 x 120 cm, dinding partisiBahan

3.5000 m' Rangka metal hollow 40.40.2 mm Rp 20,800.00 Rp 72,800.00 100%x rangka Aksesoris (perkuatan, las, dll) Rp 72,800.00


0.2500 Org Tukang besi Rp 90,000.00 Rp 22,500.00 0.2500 Org Pekerja Rp 80,000.00 Rp 20,000.00 0.0250 Org Kepala tukang Rp 100,000.00 Rp 2,500.00 0.0130 Org Mandor Rp 120,000.00 Rp 1,560.00



12. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN12.1 1 m² mengikis/mengerok permukaan cat tembok lama

Bahan0.050 Kg Soda api Rp 16,600.00 Rp 830.00

Jumlah (1) Rp 830.00 Tenaga

0.150 Org Pekerja Rp 80,000.00 Rp 12,000.00 0.0030 Org Mandor Rp 120,000.00 Rp 360.00



12.2 1 m² Pengecatan bidang kayu lamaBahan

0.150 Kg Plamir Rp 27,500.00 Rp 4,125.00 0.170 Kg Cat dasar Rp 65,900.00 Rp 11,203.00 0.170 Kg Cat penutup Rp 65,900.00 Rp 11,203.00


0.070 Org Pekerja Rp 80,000.00 Rp 5,600.00 0.075 Org Tukang cat Rp 90,000.00 Rp 6,750.00




12.3 1 m² Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 2 Lapis cat penutupBahan

0.200 Kg Cat meni Rp 27,500.00 Rp 5,500.00 0.150 Kg Plamir Rp 27,500.00 Rp 4,125.00 0.170 Kg Cat dasar Rp 65,900.00 Rp 11,203.00 0.260 Kg Cat penutup 2 kali Rp 65,900.00 Rp 17,134.00


0.070 Org Pekerja Rp 80,000.00 Rp 5,600.00 0.009 Org Tukang cat Rp 90,000.00 Rp 810.00






12.4 1 m² Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 3 lapis cat penutup.Bahan

0.200 Kg Cat meni Rp 27,500.00 Rp 5,500.00 0.150 Kg Plamir Rp 27,500.00 Rp 4,125.00 0.170 Kg Cat dasar Rp 65,900.00 Rp 11,203.00 0.350 Kg Cat penutup 3 kali Rp 65,900.00 Rp 23,065.00


0.070 Org Pekerja Rp 80,000.00 Rp 5,600.00 0.105 Org Tukang cat Rp 90,000.00 Rp 9,450.00 0.004 Org Kepala tukang Rp 100,000.00 Rp 400.00



Jumlah Rp 66,800.16 12.5 1 m² Pelaburan bidang kayu dengan teak oil

Bahan0.360 Ltr Teak oil Rp 23,100.00 Rp 8,316.00


0.040 Org Pekerja Rp 80,000.00 Rp 3,200.00 0.063 Org Tukang cat Rp 90,000.00 Rp 5,670.00 0.063 Org Kepala tukang Rp 100,000.00 Rp 6,300.00



Jumlah Rp 26,640.32 12.6 1 m² Pelaburan bidang kayu dengan politur

Bahan0.150 Ltr Politur Rp 65,900.00 Rp 9,885.00 0.372 Ltr Politur jadi Rp 65,900.00 Rp 24,514.80 2.000 Lbr Amplas Rp 3,500.00 Rp 7,000.00


- Org Pekerja Rp 80,000.00 - 0.060 Org Tukang cat Rp 90,000.00 Rp 5,400.00 0.016 Org Kepala tukang Rp 100,000.00 Rp 1,600.00



Jumlah Rp 54,543.78 12.7 1 m² Pelaburan bidang kayu dengan cat residu dan ter

Bahan0.350 Ltr Residu atau ter Rp 18,500.00 Rp 6,475.00





12.8 1 m² Pengecatan tembok baru dalam( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )Bahan

0.100 Kg Plamir Rp 25,000.00 Rp 2,500.00 0.100 Kg Cat dasar interior Rp 10,400.00 Rp 1,040.00 0.260 Kg Cat penutup 2x Rp 22,000.00 Rp 5,720.00







Jumlah Rp 19,555.20


12.9 1 m² Pengecatan tembok baru luar ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )Bahan

0.100 Kg Plamir Rp 25,000.00 Rp 2,500.00 0.100 Kg Cat dasar eksterior Rp 22,800.00 Rp 2,280.00 0.260 Kg Cat penutup 2x Rp 22,800.00 Rp 5,928.00






12.10 1 m² Pengecatan tembok lama dalam ( 1 lapis cat dasar, 2 lapis cat penutup )Bahan

0.120 Kg Cat dasar Rp 10,400.00 Rp 1,248.00 0.180 Kg Cat penutup 2x Rp 22,000.00 Rp 3,960.00






12.11 1 m² Pengecatan tembok lama luar( 1 lapis cat dasar, 2 lapis cat penutup )Bahan







12.12 1 m² Pegecatan permukaan baja dengan meni besiBahan

0.100 Kg Meni besi Rp 35,900.00 Rp 3,590.00 0.010 Bh Kuas Rp 15,400.00 Rp 154.00


0.020 Org Pekerja Rp 80,000.00 Rp 1,600.00 0.020 Org Tukang cat Rp 90,000.00 Rp 1,800.00 0.020 Org Kepala tukang Rp 100,000.00 Rp 2,000.00 0.010 Org Mandor Rp 120,000.00 Rp 1,200.00



12.13 1 m² Pegecatan permukaan baja dengan cat finishingBahan

0.300 Kg Cat besi Rp 65,900.00 Rp 19,770.00 Jumlah (1) Rp 19,770.00

Tenaga0.006 Org Pekerja Rp 80,000.00 Rp 480.00 0.060 Org Tukang cat Rp 90,000.00 Rp 5,400.00 0.012 Org Kepala tukang Rp 100,000.00 Rp 1,200.00




Jumlah Rp 30,878.40


12.14 1 m² Pelapisan melamin ( 3x pelapisan )Bahan

0.500 kg Wood filler Rp 46,800.00 Rp 23,400.00 0.875 Ltr Sending Rp 50,000.00 Rp 43,750.00 0.500 Ltr Melamin Rp 50,000.00 Rp 25,000.00 0.250 Ltr Pewarna Rp 62,200.00 Rp 15,550.00 0.125 Ltr Tinner Rp 25,000.00 Rp 3,125.00 2.000 Lbr Amplas Rp 3,500.00 Rp 7,000.00


0.125 Hari Alat bantu Rp 50,000.00 Rp 6,250.00 0.060 Org Tukang cat Rp 90,000.00 Rp 5,400.00 0.016 Org Kepala tukang Rp 100,000.00 Rp 1,600.00



Jumlah Rp 147,140.00 12.15 1 m² Pengecatan tembok baru dg cat weathersield (1 lapis plamir,1 lapis cat dasar,2 lapis cat penutup)

Bahan0.100 Kg Plamir Rp 25,000.00 Rp 2,500.00 0.100 Kg Cat dasar Rp 86,000.00 Rp 8,600.00 0.260 Kg Cat penutup 2x Rp 86,000.00 Rp 22,360.00






12.16 1 m² Pengecatan tembok lama dg cat weathersield ( 1 lapis cat dasar, 2 lapis cat penutup )Bahan







12.17 1 m² Pengecatan dengan water proofing 2 lapis cat penutupBahan

0.170 Kg Cat dasar Rp 45,000.00 Rp 7,650.00 0.260 Kg Cat penutup 2 kali Rp 45,000.00 Rp 11,700.00


0.070 Org Pekerja Rp 80,000.00 Rp 5,600.00 0.009 Org Tukang cat Rp 90,000.00 Rp 810.00 0.006 Org Kepala tukang Rp 100,000.00 Rp 600.00



Jumlah Rp 29,859.20 12.18 1 m² Memasang Wallpaper

Bahan1.200 m' Wallpaper Rp 44,440.00 Rp 53,328.00 0.200 Kg Lem Rp 28,100.00 Rp 5,620.00



0.020 Org Pekerja Rp 80,000.00 Rp 1,600.00 0.200 Org Tukang cat Rp 90,000.00 Rp 18,000.00 0.002 Org Kepala tukang Rp 100,000.00 Rp 200.00



Jumlah Rp 88,533.76 12.19 1 m² Memasang Wallpaper , lebar 50 cm

Bahan2.200 m' Wallpaper Rp 44,440.00 Rp 97,768.00 0.250 Kg Lem Rp 28,100.00 Rp 7,025.00


0.350 Org Pekerja Rp 80,000.00 Rp 28,000.00 0.175 Org Tukang cat Rp 90,000.00 Rp 15,750.00 0.017 Org Kepala tukang Rp 100,000.00 Rp 1,700.00




13. ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA13.1 1 bh Pasang kunci tanam antik

Bahan1.000 Bh Kunci tanam antik Rp 165,200.00 Rp 165,200.00





13.2 1 bh Pasang kunci tanam biasaBahan

1.000 Bh Kunci tanam biasa Rp 100,000.00 Rp 100,000.00 Jumlah (1) Rp 100,000.00

Tenaga0.010 Org Pekerja Rp 80,000.00 Rp 800.00 0.500 Org Tukang kayu Rp 90,000.00 Rp 45,000.00 0.010 Org Kepala tukang Rp 100,000.00 Rp 1,000.00 0.005 Org Mandor Rp 120,000.00 Rp 600.00



13.3 1 bh Pasang kunci tanam kamar mandiBahan

1.000 Bh Kunci tanam kamar mandi Rp 45,000.00 Rp 45,000.00 Jumlah (1) Rp 45,000.00

Tenaga0.005 Org Pekerja Rp 80,000.00 Rp 400.00 0.500 Org Tukang kayu Rp 90,000.00 Rp 45,000.00 0.005 Org Kepala tukang Rp 100,000.00 Rp 500.00



Jumlah Rp 102,144.00 13.4 1 bh Pasang engsel pintu


Bahan1.000 Bh Engsel pintu Rp 12,500.00 Rp 12,500.00





Jumlah Rp 32,244.80


13.5 1 bh Pasang engsel jendela kupu - kupuBahan

1.000 Bh Engsel jendela Rp 7,500.00 Rp 7,500.00 Jumlah (1) Rp 7,500.00

Tenaga0.010 Org Pekerja Rp 80,000.00 Rp 800.00 0.100 Org Tukang kayu Rp 90,000.00 Rp 9,000.00 0.010 Org Kepala tukang Rp 100,000.00 Rp 1,000.00



Jumlah Rp 20,563.20 13.6 1 bh Pasang engsel angin

Bahan1.000 Bh Engsel angin Rp 7,500.00 Rp 7,500.00





Jumlah Rp 33,936.00 13.7 1 bh Pasang spring knip

Bahan1.000 Bh Spring Knip Rp 7,500.00 Rp 7,500.00





Jumlah Rp 26,651.52 13.8 1 bh Pasang door closer

Bahan1.000 Bh Door closer Rp 7,500.00 Rp 7,500.00





13.9 1 bh Pasang kait anginBahan

1.000 Bh Kait angin Rp 25,000.00 Rp 25,000.00 Jumlah (1) Rp 25,000.00




Jumlah Rp 46,244.80


13.10 1 bh Pasang kunci selotBahan

1.000 Bh Kunci selot Rp 19,300.00 Rp 19,300.00 Jumlah (1) Rp 19,300.00




13.11 1 bh Pasang kunci grendel pintuBahan

1.000 Bh Kunci selot pintu / grendel pintu Rp 19,300.00 Rp 19,300.00 Jumlah (1) Rp 19,300.00




13.12 1 bh Pasang kunci grendel jendelaBahan

1.000 Bh Kunci selot jendela/grendel jendela Rp 21,000.00 Rp 21,000.00 Jumlah (1) Rp 21,000.00




13.13 1 bh Pasang door stopBahan

1.000 Bh door stop Rp 225,000.00 Rp 225,000.00 Jumlah (1) Rp 225,000.00

Tenaga0.010 Org Pekerja Rp 80,000.00 Rp 800.00 0.100 Org Tukang kayu Rp 90,000.00 Rp 9,000.00 0.010 Org Kepala tukang Rp 100,000.00 Rp 1,000.00



Jumlah Rp 264,230.40 13.14 1 bh Pasang pegangan pintu / door holder

Bahan1.000 Bh Door holder Rp 225,000.00 Rp 225,000.00







13.15 Memasang 1 buah rel pintu dorongBahan

1.000 Bh Rel pintu dorong Rp 325,000.00 Rp 325,000.00 Jumlah (1) Rp 325,000.00




Jumlah Rp 436,979.20 13.16 1 m² Pasang kaca, tebal 3 mm

Bahan1.100 M² Kaca Rp 75,000.00 Rp 82,500.00 0.050 kg sealant Rp 10,700.00 Rp 535.00


















13.19 1 bh Pasang kunci / selot besarBahan

1.000 Bh Kunci selot besar Rp 136,900.00 Rp 136,900.00 Jumlah (1) Rp 136,900.00


Jumlah (2) Rp 21,720.00





13.20 1 Stel Pasang Hak Angin SikutanBahan

1.000 Stel Hak angin lurus Rp 21,500.00 Rp 21,500.00 Jumlah (1) Rp 21,500.00




Jumlah Rp 42,324.80 13.21 1 daun nako + kaca

Bahan1.000 daun Nako Rp 19,100.00 Rp 19,100.00 0.140 m2 Kaca 5 mm Rp 77,800.00 Rp 10,892.00






14. ANALISA BIAYA KONSTRUKSI PEKERJAAN HALAMAN

14.1 1 m² Pas. Paving Stone termasuk uskup 6 cm K300Bahan

1.000 m2 Paving Stone 6 cm Rp 56,150.00 Rp 56,150.00 0.005 M3 Pasir pasang Rp 134,800.00 Rp 674.00


0.010 Org Pekerja Rp 80,000.00 Rp 800.00 0.160 Org Tukang batu Rp 90,000.00 Rp 14,400.00 0.050 Org Kepala tukang Rp 100,000.00 Rp 5,000.00 0.025 Org Mandor Rp 120,000.00 Rp 3,000.00



14.2 1 m² Pas. Paving Stone termasuk uskup 8 cm K300Bahan

1.000 m2 Paving Stone 8 cm Rp 69,450.00 Rp 69,450.00 0.005 M3 Pasir pasang Rp 134,800.00 Rp 674.00


0.010 Org Pekerja Rp 80,000.00 Rp 800.00 0.160 Org Tukang batu Rp 90,000.00 Rp 14,400.00 0.050 Org Kepala tukang Rp 100,000.00 Rp 5,000.00 0.025 Org Mandor Rp 120,000.00 Rp 3,000.00



14.3 1 m² Pasang grassblock bulat tebal 6 cmBahan

1.000 m2 Grassblock 6cm Rp 135,000.00 Rp 135,000.00 0.050 m3 Pasir urug Rp 134,800.00 Rp 6,740.00








14.4 1 m² Pasang grassblock bulat tebal 8 cmBahan

1.000 m2 Grassblock tebal 8 cm Rp 156,000.00 Rp 156,000.00 0.050 m3 Pasir urug Rp 134,800.00 Rp 6,740.00





14.5 1 m' Pas. Kansteen 40 cmBahan

2.500 bh Kansteen 40 cm Rp 15,250.00 Rp 38,125.00 0.001 M3 Pasir pasang Rp 134,800.00 Rp 134.80





15. ANALISA BIAYA KONSTRUKSI PEKERJAAN LISTRIK15.1 1 Titik Pasang Instalasi Listrik

Tenaga0.500 hari Tukang Listrik Rp 90,000.00 Rp 45,000.00

Jumlah (1) Rp 45,000.00 Bahan

8.000 m' Kabel NGA 1 x 2.5 mm Rp 3,500.00 Rp 28,000.00 4.000 m' Pipa PVC 5/8" Rp 1,600.00 Rp 6,400.00 5.000 bh Isolator Rp 700.00 Rp 3,500.00

4.0000 bh Las doof Rp 2,500.00 Rp 10,000.00 2.0000 bh T dos PVC Rp 2,500.00 Rp 5,000.00



15.2 Pasang 1 bh Sakelar TunggalBahan

1.000 bh Sakelar tunggal Rp 13,000.00 Rp 13,000.00 Jumlah (1) Rp 13,000.00

Tenaga0.400 Org Pekerja Rp 80,000.00 Rp 32,000.00 0.040 Org Tukang Listrik Rp 90,000.00 Rp 3,600.00 0.040 Org Kepala tukang Rp 100,000.00 Rp 4,000.00



15.3 Pasang 1 bh Sakelar doubleBahan

1.000 bh Sakelar double Rp 21,000.00 Rp 21,000.00 Jumlah (1) Rp 21,000.00






15.4 Pasang 1 bh Stop kontakBahan

1.000 bh Stop kontak Rp 13,500.00 Rp 13,500.00 Jumlah (1) Rp 13,500.00




15.5 Pasang 1 bh Lampu pijarBahan

1.000 bh Lampu pijar 15 Watt Rp 45,000.00 Rp 45,000.00 Jumlah (1) Rp 45,000.00




15.6 Pasang 1 bh MCB BoxBahan

1.000 bh MCB Box 4 Rp 39,200.00 Rp 39,200.00 Jumlah (1) Rp 39,200.00




15.7 Pasang 1 ttk instalasi lampu + stop kontakBahan

11.000 m' Kabel NYA 3 x 2,5 mm Rp 12,500.00 Rp 137,500.00 1.000 ttk Lampu dan stop kontak Rp 58,500.00 Rp 58,500.00


0.480 Org Pekerja Rp 80,000.00 Rp 38,400.00 0.048 Org Tukang Listrik Rp 90,000.00 Rp 4,320.00 0.048 Org Kepala tukang Rp 100,000.00 Rp 4,800.00



16. ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI16.1 Memasang 1 buah kloset duduk / monoblok

Bahan1.000 Bh Kloset duduk / monoblok Rp 1,950,000.00 Rp 1,950,000.00

6% Harga kloset Perlengkapan Rp 117,000.00 Rp 117,000.00 Jumlah (1) Rp 2,067,000.00

Tenaga3.300 Org Pekerja Rp 80,000.00 Rp 264,000.00 1.100 Org Tukang batu Rp 90,000.00 Rp 99,000.00 0.001 Org Kepala tukang Rp 100,000.00 Rp 100.00 0.160 Org Mandor Rp 120,000.00 Rp 19,200.00




16.2 Memasang 1 buah kloset jongkok porselenBahan

1.000 Bh Kloset jongkok porselen Rp 135,000.00 Rp 135,000.00 6.000 kg Semen portland Rp 1,450.00 Rp 8,700.00 0.010 M³ Pasir pasang Rp 134,800.00 Rp 1,348.00





16.3 Memasang 1 buah urinoirBahan

1.000 Bh Urinoir Rp 2,066,400.00 Rp 2,066,400.00 30% Harga urinoir Perlengkapan Rp 619,920.00 Rp 619,920.00






16.4 Memasang 1 buah wastafelBahan

1.000 Bh Wastafel Rp 391,300.00 Rp 391,300.00 12% Harga kloset Perlengkapan Rp 46,956.00 Rp 46,956.00






16.5 Memasang 1 buah bak mandi batu bata volume 0,30 m³Bahan

303.030 bh Bata Merah 5 x 12 x 22 cm Rp 600.00 Rp 181,818.18 120.000 kg Portland Cement (PC) Rp 1,450.00 Rp 174,000.00

0.300 m³ Pasir Pasang Rp 134,800.00 Rp 40,440.00 4.356 m² Keramik Dinding 10x20 cm Rp 49,900.00 Rp 217,364.40 6.000 kg Semen Nat Rp 108.00 Rp 108.00






16.6 Memasang 1 buah bak Fibreglass volume 1 m³ airBahan

1.000 Bh Bak fibreglass Rp 306,100.00 Rp 306,100.00 12% Harga bak Perlengkapan Rp 36,732.00 Rp 36,732.00





16.7 Memasang 1 buah bak mandi Fibreglass volume 0,3 m³Bahan

1.000 Bh Bak fibreglass Rp 306,100.00 Rp 306,100.00 12% Harga bak Perlengkapan Rp 36,732.00 Rp 36,732.00





16.8 Pasangan 1 m' pipa beton/ beton buis Diameter 20 cmBahan

1.000 bh Rp 35,700.00 Rp 35,700.00 23.000 bh Batu bata Rp 600.00 Rp 13,800.00

3.920 kg Semen portland Rp 1,450.00 Rp 5,684.00 0.056 M³ Pasir pasang Rp 134,800.00 Rp 7,548.80 0.024 M³ Pasir urug Rp 130,000.00 Rp 3,120.00





16.9 Pasangan 1 m' pipa beton/ beton buis Diameter 30 cmBahan

1.000 bh Rp 54,600.00 Rp 54,600.00 28.000 bh Batu bata Rp 600.00 Rp 16,800.00

4.920 kg Semen portland Rp 1,450.00 Rp 7,134.00 0.066 M³ Pasir pasang Rp 134,800.00 Rp 8,896.80 0.034 M³ Pasir urug Rp 130,000.00 Rp 4,420.00





16.10 Pasangan 1 m' Saluran pipa beton/ beton buis U 20 cmBahan

0.180 M³ Galian tanah Rp 70,560.00 Rp 12,700.80

Buis beton Ø 20 cm

Buis beton Ø 30 cm


0.045 M³ Urug.pasir padat Rp 202,944.00 Rp 9,132.48 1.000 M2 Pas. 1/2 Bata merah 1:3 Rp 116,511.92 Rp 116,511.92 1.350 m2 Plester 1:3 Rp 61,796.67 Rp 83,425.51 1.000 bh Buis beton U 20 cm Rp 23,300.00 Rp 23,300.00



16.11 Pasangan 1 m' Saluran pipa beton/ beton buis U 30 cmBahan

0.180 M³ Galian tanah Rp 70,560.00 Rp 12,700.80 0.045 M³ Urug.pasir padat Rp 202,944.00 Rp 9,132.48 1.000 M2 Pas. 1/2 Bata merah 1:3 Rp 116,511.92 Rp 116,511.92 1.350 m2 Plester 1:3 Rp 61,796.67 Rp 83,425.51 1.000 bh Buis beton U 30 cm Rp 36,300.00 Rp 36,300.00


16.12 Memasang 1 buah bak kontrol pas.batu bata ukuran (30 x 30) cm Penutup tinggi 35 cmBahan

109.848 bh Batu bata Rp 600.00 Rp 65,909.09 44.000 kg Semen portland Rp 1,450.00 Rp 63,800.00

0.070 M³ Pasir pasang Rp 134,800.00 Rp 9,436.00 0.070 M³ Batu kerikil Rp 170,000.00 Rp 11,900.00 1.600 Kg Besi beton Rp 8,600.00 Rp 13,760.00 0.060 M³ Pasir beton Rp 185,000.00 Rp 11,100.00



0.0015 Org Kepala tukang Rp 100,000.00 Rp 150.00 0.016 Org Mandor Rp 120,000.00 Rp 1,920.00



16.13 Memasang 1 buah bak kontrol pasangan batu bata ukuran (45 x 45) cm, tinggi 50 cmBahan







16.14 Memasang 1 buah bak kontrol pasangan batu bata ukuran (60 x 60) cm, tinggi 65 cmBahan




2.160 Org Pekerja Rp 80,000.00 Rp 172,800.00 0.720 Org Tukang batu Rp 90,000.00 Rp 64,800.00 0.072 Org Kepala tukang Rp 100,000.00 Rp 7,200.00 0.108 Org Mandor Rp 120,000.00 Rp 12,960.00 0.100 Org Tukang gali Rp 90,000.00 Rp 9,000.00




16.15 Memasang 1 m' pipa galvanis Ø ½"Bahan

1.200 M' Pipa galvanis Rp 27,700.00 Rp 33,240.00 35,0% Harga pipa Perlengkapan Rp 9,695.00 Rp 9,695.00


0.054 Org Pekerja Rp 80,000.00 Rp 4,320.00 0.090 Org Tukang batu Rp 90,000.00 Rp 8,100.00 0.009 Org Kepala tukang Rp 100,000.00 Rp 900.00 0.027 Org Mandor Rp 120,000.00 Rp 3,240.00



16.16 Memasang 1 m' pipa galvanis Ø ¾"Bahan






16.17 Memasang 1 m' pipa galvanis Ø 1"Bahan






16.18 Memasang 1 m' pipa galvanis Ø 1½"Bahan

1.200 1,2 M' Pipa galvanis Rp 54,200.00 Rp 65,040.00 35,0% Harga pipa Perlengkapan Rp 18,970.00 Rp 18,970.00


0.108 Org Pekerja Rp 80,000.00 Rp 8,640.00 0.180 Org Tukang batu Rp 90,000.00 Rp 16,200.00 0.018 Org Kepala tukang Rp 100,000.00 Rp 1,800.00



Jumlah Rp 124,653.76 16.19 Memasang 1 m' pipa galvanis Ø 3"

Bahan1.200 1,2 M' Pipa galvanis Rp 115,800.00 Rp 138,960.00

35,0% Harga pipa Perlengkapan Rp 40,530.00 Rp 40,530.00 Jumlah (1) Rp 179,490.00







16.20 Memasang 1 m' pipa galvanis Ø 4"Bahan

1.200 1,2 M' Pipa galvanis Rp 165,000.00 Rp 198,000.00 35,0% Harga pipa Perlengkapan Rp 57,750.00 Rp 57,750.00


0.135 Org Pekerja Rp 80,000.00 Rp 10,800.00 0.225 Org Tukang batu Rp 90,000.00 Rp 20,250.00 0.023 Org Kepala tukang Rp 100,000.00 Rp 2,250.00



Jumlah Rp 324,649.92 16.21 Memasang 1 m' pipa PVC tipe AW Ø ½"

Bahan1.200 M' Pipa PVC Rp 6,700.00 Rp 8,040.00


Tenaga0.036 Org Pekerja Rp 80,000.00 Rp 2,880.00 0.060 Org Tukang batu Rp 90,000.00 Rp 5,400.00 0.006 Org Kepala tukang Rp 100,000.00 Rp 600.00



Jumlah Rp 21,818.72 16.22






Jumlah Rp 23,381.12 16.23






Jumlah Rp 37,963.52 16.24 Memasang 1 m' pipa PVC tipe AW Ø 2"




Memasang 1 m' pipa PVC tipe AW Ø ¾"

Memasang 1 m' pipa PVC tipe AW Ø 1 1/2"




Jumlah Rp 43,925.28


16.25 Memasang 1 m' pipa PVC tipe AW Ø 2½"Bahan

1.200 M' Pipa PVC Rp 30,600.00 Rp 36,720.00 35,0% Harga pipa Perlengkapan Rp 10,710.00 Rp 10,710.00





Jumlah Rp 63,309.12 16.26 Memasang 1 m' pipa PVC tipe AW diameter 3"



Tenaga0.081 Org Pekerja Rp 80,000.00 Rp 6,480.00 0.135 Org Tukang batu Rp 90,000.00 Rp 12,150.00




16.27 Memasang 1 m' pipa PVC tipe AW diameter 4"Bahan

1.200 M' Pipa PVC Rp 62,500.00 Rp 75,000.00 35,0% Harga pipa Perlengkapan Rp 21,875.00 Rp 21,875.00






16.28 Memasang 1 bh kran diameter ¾" Bahan

1.000 Bh Kran air dia 3/4" Rp 38,000.00 Rp 38,000.00 0.025 Bh Seal tape Rp 4,400.00 Rp 110.00


0.010 Org Pekerja Rp 80,000.00 Rp 800.00 0.400 Org Tukang batu Rp 90,000.00 Rp 36,000.00 0.040 Org Kepala tukang Rp 100,000.00 Rp 4,000.00 0.005 Org Mandor Rp 120,000.00 Rp 600.00



16.29 Memasang 1 bh kran diameter ½"Bahan

1.000 Bh Kran air dia 1/2" Rp 31,600.00 Rp 31,600.00 0.025 Bh Seal tape Rp 4,400.00 Rp 110.00


0.010 Org Pekerja Rp 80,000.00 Rp 800.00 0.400 Org Tukang batu Rp 90,000.00 Rp 36,000.00 0.040 Org Kepala tukang Rp 100,000.00 Rp 4,000.00




Jumlah Rp 81,883.20


16.30 Memasang 1 buah bak cuci piring satinless steelBahan

1.000 Bh Bak Cuci Satinless Steel Rp 237,500.00 Rp 237,500.00 1.000 Bh Water Drain + Aksesoris Rp 27,900.00 Rp 27,900.00


0.030 Org Pekerja Rp 80,000.00 Rp 2,400.00 0.300 Org Tukang batu Rp 90,000.00 Rp 27,000.00 0.030 Org Kepala tukang Rp 100,000.00 Rp 3,000.00 0.002 Org Mandor Rp 120,000.00 Rp 180.00



16.31 Memasang 1 bh Floor DrainBahan

1.000 Bh Floor drain ( Screen & Avour) Rp 120,000.00 Rp 120,000.00 Jumlah (1) Rp 120,000.00

Tenaga0.010 Org Pekerja Rp 80,000.00 Rp 800.00 0.100 Org Tukang batu Rp 90,000.00 Rp 9,000.00 0.010 Org Kepala tukang Rp 100,000.00 Rp 1,000.00 0.005 Org Mandor Rp 120,000.00 Rp 600.00



16.32 Membuat 1 unit septic tank ukuran 2 x 2 x 1,5 m + resapan (kantor tipe sedang)6.000 m³ Galian Tanah Rp 63,000.00 Rp 378,000.00 0.300 m³ Urugan Pasir urug Rp 181,200.00 Rp 54,360.00 3.000 m³ Lantai kerja beton Rp 139,639.36 Rp 418,918.08

19.000 m² Pas. 1 Batu bata 1 PC : 3 PS Rp 215,644.30 Rp 4,097,241.70 19.000 m² Plesteran 1 Pc : 3 Psr Rp 55,175.60 Rp 1,048,336.40

0.450 m³ Plat beton penutup & balok Rp 5,743,863.28 Rp 2,584,738.48 9.000 m' Pipa PVC 4" jenis AW Rp 62,500.00 Rp 562,500.00 2.500 m' Pipa GIP 1 1/2" Rp 54,200.00 Rp 135,500.00 4.500 m³ Galian tanah untuk resapan Rp 63,000.00 Rp 283,500.00 6.500 kg Pasang Ijuk Rp 50,000.00 Rp 325,000.00 1.200 m³ Urugan kerikil 3-5 cm. Rp 173,300.00 Rp 207,960.00 6.000 m' Pipa PVC 4" AW Rp 54,200.00 Rp 325,200.00 1.500 m³ Urugan kembali perataan tanah Rp 21,000.00 Rp 31,500.00

Jumlah (2) Rp 10,452,754.66

16.33 Membuat 1 unit septic tank ukuran 2 x 1,5 x 1,5 m + resapan (kantor tipe kecil)4.500 m³ Galian Tanah Rp 63,000.00 Rp 283,500.00 0.214 m³ Urugan Pasir urug Rp 181,200.00 Rp 38,813.04 2.250 m³ Lantai kerja beton Rp 139,639.36 Rp 314,188.56

15.000 m² Pas. 1 Batu bata 1 PC : 3 PS Rp 215,644.30 Rp 3,234,664.50 15.000 m2 Plesteran 1 Pc : 3 Psr Rp 55,175.60 Rp 827,634.00


Jumlah (2) Rp 8,224,108.96

16.34 Membuat 1 unit septic tank ukuran 1,5 x 1,5 x 1,5 m + resapan (rumah tipe sedang)3.375 m³ Galian Tanah Rp 63,000.00 Rp 212,625.00 0.113 m³ Urugan Pasir urug Rp 181,200.00 Rp 20,385.00 2.250 m³ Lantai kerja beton Rp 139,639.36 Rp 314,188.56

11.250 m² Pas. 1 Batu bata 1 PC : 3 PS Rp 215,644.30 Rp 2,425,998.38 11.250 m2 Plesteran 1 Pc : 3 Psr Rp 55,175.60 Rp 620,725.50



Jumlah Rp 7,065,565.04

16.35 Membuat 1 unit septic tank ukuran 1,5 x 1 x 1,5 m + resapan (rumah tipe kecil)2.250 m³ Galian Tanah Rp 63,000.00 Rp 141,750.00 0.107 m³ Urugan Pasir urug Rp 181,200.00 Rp 19,406.52 1.125 m³ Lantai kerja beton Rp 139,639.36 Rp 157,094.28 7.500 m² Pas. 1 Batu bata 1 PC : 3 PS Rp 215,644.30 Rp 1,617,332.25 7.500 m2 Plesteran 1 Pc : 3 Psr Rp 55,175.60 Rp 413,817.00 0.150 m³ Plat beton penutup & balok Rp 5,743,863.28 Rp 861,579.49 9.000 m' Pipa PVC 4" jenis AW Rp 62,500.00 Rp 562,500.00 0.600 m' Pipa GIP 1 1/2" Rp 54,200.00 Rp 32,520.00 1.688 m³ Galian tanah untuk resapan Rp 63,000.00 Rp 106,312.50 2.700 kg Pasang Ijuk Rp 50,000.00 Rp 135,000.00 0.525 m³ Urugan kerikil 3-5 cm. Rp 173,300.00 Rp 90,982.50 9.000 m' Pipa PVC 4" AW Rp 54,200.00 Rp 487,800.00 0.563 m³ Urugan kembali perataan tanah Rp 21,000.00 Rp 11,812.50

Jumlah Rp 4,637,907.04

16.36 Memasang Talang Plastik PVC U 15 (AW)Bahan

1.050 M' Talang Plastik PVC Rp 33,800.00 Rp 35,490.00 lot Perlengkapan Rp 12,421.50






17. ANALISA BIAYA PENANAMAN POHON17.1 Lubang (70x70x70)cm, tanam pohon pelindung tinggi 2 m

Bahan0.0800 karung Pupuk Kandang Rp 8,250.00 Rp 660.00 0.0010 kg Furadan Rp 16,875.00 Rp 16.88

1.000 btg Pohon pelindung Rp 1,500,000.00 Rp 1,500,000.00 Jumlah (1) Rp 1,500,676.88

Tenaga0.0250 Org Pekerja Rp 80,000.00 Rp 2,000.00 0.0025 Org Mandor Rp 120,000.00 Rp 300.00



17.2 Lubang (70x70x70)cm, tanam pohon bambu krisik.jepangBahan

0.0800 karung Pupuk Kandang Rp 8,250.00 Rp 660.00 0.0010 kg Furadan Rp 16,875.00 Rp 16.88

1.000 btg Pohon bambu krisik, jepang Rp 11,250.00 Rp 11,250.00 Jumlah (1) Rp 11,926.88


Jumlah (2) Rp 2,300.00

35,0% Hrg talang



Jumlah Rp 15,934.10 17.3 Lubang (70x70x70)cm, tanam pohon perdu (polybag)

Bahan0.0400 karung Pupuk Kandang Rp 8,250.00 Rp 330.00 0.0010 kg Furadan Rp 16,875.00 Rp 16.88

1.000 btg Pohon perdu Rp 22,500.00 Rp 22,500.00 Jumlah (1) Rp 22,846.88





17.4 1 M2 Tanam rumput gajah (silang papan catur)Bahan

0.0400 karung Pupuk Kandang Rp 8,250.00 Rp 330.00 0.5000 m2 Rumput gajah mini Rp 16,875.00 Rp 16,875.00





18. ANALISA BIAYA PEKERJAAN PEMASANGAN PIPA

18.1 1 m' PENGADAAN DAN PEMASANGAN PIPA GI Ø 1"

1 M' Pengadaan Pipa GI Ø 1" Rp 46,800.00 Rp 46,800.00

1 M' Biaya Angkut Pipa GI Ø 1" Rp 1,540.00 Rp 1,540.00

1 M' Pemasangan Pipa GI Ø 1" Rp 3,696.00 Rp 3,696.00

Jumlah Rp 52,036.00


Jumlah Rp 58,280.32

18.2 1 m' PENGADAAN DAN PEMASANGAN PIPA GI Ø 1 1/4"

1 M' Pengadaan Pipa GI Ø 1 1/4" Rp 49,800.00 Rp 49,800.00

1 M' Biaya Angkut Pipa GI Ø 1 1/4" Rp 1,540.00 Rp 1,540.00

1 M' Pemasangan Pipa GI Ø 1 1/4" Rp 3,696.00 Rp 3,696.00

Jumlah Rp 55,036.00


Jumlah Rp 61,640.32





Jumlah Rp 59,436.00


Jumlah Rp 66,568.32





Jumlah Rp 77,354.00


Jumlah Rp 86,636.48





Jumlah Rp 96,510.00

































18.10 1 m' PENGADAAN DAN PEMASANGAN PIPA PVC Ø 32 mm

1 M' Pengadaan Pipa PVC Ø 32 mm Rp 6,200.00 Rp 6,200.00

1 M' Biaya Angkut Pipa PVC Ø 32 mm Rp 1,080.00 Rp 1,080.00

1 M' Pemasangan Pipa PVC Ø 32 mm Rp 2,627.00 Rp 2,627.00

Jumlah Rp 9,907.00


Jumlah Rp 11,095.84





Jumlah Rp 11,607.00


Jumlah Rp 12,999.84





Jumlah Rp 18,085.10


Jumlah Rp 20,255.32





Jumlah Rp 25,839.00



Jumlah Rp 28,939.68





Jumlah Rp 36,756.00


Jumlah Rp 41,166.72





Jumlah Rp 48,556.00






Jumlah Rp 69,102.00


Jumlah Rp 77,394.24

18.17 Penyangga Pipa dan Trust Block0.060 M³ Galian Tanah Rp 70,560.00 Rp 4,233.60 0.050 M³ Beton Tak Bertulang K175 Rp 1,041,959.91 Rp 52,098.00

1.500 M' Pipa GI Ø 1 1/2" Rp 54,200.00 Rp 81,300.00

1 Unit Clame + Baut Rp 27,000.00 Rp 27,000.00




18.18 Penyangga Pipa Tanpa Trust Block

1 M' Pipa GI Ø 1 1/2" Rp 54,200.00 Rp 54,200.00


Jumlah Rp 81,200.00


Jumlah Rp 90,944.00

18.19 Pemasangan Clame Pipa dan Trust Block

0.060 M³ Galian Tanah Rp 48,300.00 Rp 2,898.00

0.050 M³ Beton Tak Bertulang K175 Rp 993,956.55 Rp 59,637.39


Jumlah Rp 63,885.39


Jumlah Rp 71,551.64

18.20 Membuat 1 m³ beton mutu f'c=14,5 Mpa (K 175); slump (12 ± 2) cm; w/c = 0,66

Bahan

326.000 kg Semen portland Rp 1,450.00 Rp 472,700.00

0.543 M³ Pasir beton Rp 185,000.00 Rp 100,428.57

0.762 M³ Koral beton Rp 242,000.00 Rp 184,457.78

215.000 Ltr Air Rp 15.00 Rp 3,225.00


Jumlah (1) Rp 760,811.35


0.083 Org Mandor Rp 120,000.00 Rp 9,960.00

Jumlah (2) Rp 169,510.00

Jumlah (1) + (2) Rp 930,321.35


Jumlah Rp 1,041,959.91

18.21 Biaya Angkut Pipa PVC Ø 110 mm0.033 org/hr Pekerja 80,000.00 Rp 2,664.00

0.003 org/hr Mandor 120,000.00 Rp 396.00

Jumlah Rp 3,060.00

18.22 Biaya Angkut Pipa PVC Ø 90 mm

0.025 org/hr Pekerja 80,000.00 Rp 2,000.00 0.003 org/hr Mandor 120,000.00 Rp 300.00

Jumlah Rp 2,300.00


0.025 org/hr Pekerja 80,000.00 Rp 2,000.00

0.003 org/hr Mandor 120,000.00 Rp 300.00 Jumlah Rp 2,300.00


0.017 org/hr Pekerja 80,000.00 Rp 1,336.00

0.002 org/hr Mandor 120,000.00 Rp 204.00 Jumlah Rp 1,540.00


0.015 org/hr Pekerja 80,000.00 Rp 1,200.00

0.002 org/hr Mandor 120,000.00 Rp 216.00

Jumlah Rp 1,416.00 18.26 Biaya Angkut Pipa PVC Ø 40 mm

0.012 org/hr Pekerja 80,000.00 Rp 936.00

0.001 org/hr Mandor 120,000.00 Rp 144.00

Jumlah Rp 1,080.00 18.27 Biaya Angkut Pipa PVC Ø 32 mm

0.012 org/hr Pekerja 80,000.00 Rp 936.00

0.001 org/hr Mandor 120,000.00 Rp 144.00

Jumlah Rp 1,080.00

18.28 Biaya Angkut Pipa GI Ø 6"

0.083 org/hr Pekerja 80,000.00 Rp 6,664.00 0.008 org/hr Mandor 120,000.00 Rp 996.00

Jumlah Rp 7,660.00


0.075 org/hr Pekerja 80,000.00 Rp 6,000.00

0.008 org/hr Mandor 120,000.00 Rp 900.00

Jumlah Rp 6,900.00 18.30 Biaya Angkut Pipa GI Ø 4"

0.067 org/hr Pekerja 80,000.00 Rp 5,336.00

0.007 org/hr Mandor 120,000.00 Rp 804.00

Jumlah Rp 6,140.00


0.042 org/hr Pekerja 80,000.00 Rp 3,336.00

0.004 org/hr Mandor 120,000.00 Rp 504.00

Jumlah Rp 3,840.00

18.32 Biaya Angkut Pipa GI Ø 2 1/2"


0.038 org/hr Pekerja 80,000.00 Rp 3,000.00

0.004 org/hr Mandor 120,000.00 Rp 450.00

Jumlah Rp 3,450.00


0.033 org/hr Pekerja 80,000.00 Rp 2,664.00

0.003 org/hr Mandor 120,000.00 Rp 396.00

Jumlah Rp 3,060.00


0.017 org/hr Pekerja 80,000.00 Rp 1,336.00

0.002 org/hr Mandor 120,000.00 Rp 204.00

Jumlah Rp 1,540.00


0.017 org/hr Pekerja 80,000.00 Rp 1,336.00

0.002 org/hr Mandor 120,000.00 Rp 204.00

Jumlah Rp 1,540.00


0.017 org/hr Pekerja 80,000.00 Rp 1,336.00

0.002 org/hr Mandor 120,000.00 Rp 204.00

Jumlah Rp 1,540.00

18.37 Biaya Pemasangan Pipa PVC Ø 110 mm

0.037 org/hr Pekerja 80,000.00 Rp 2,944.00

0.034 org/hr Tukang Pipa 90,000.00 Rp 3,078.00

0.004 org/hr Kepala Tukang Pipa 100,000.00 Rp 420.00

0.005 org/hr Mandor 120,000.00 Rp 600.00

Jumlah Rp 7,042.00


0.030 org/hr Pekerja 80,000.00 Rp 2,400.00



0.005 org/hr Mandor 120,000.00 Rp 576.00

Jumlah Rp 6,056.00


0.030 org/hr Pekerja 80,000.00 Rp 2,400.00



0.005 org/hr Mandor 120,000.00 Rp 576.00

Jumlah Rp 6,056.00


0.022 org/hr Pekerja 80,000.00 Rp 1,736.00



0.002 org/hr Mandor 120,000.00 Rp 240.00

Jumlah Rp 4,199.00


0.018 org/hr Pekerja 80,000.00 Rp 1,449.10 0.012 org/hr Tukang Pipa 90,000.00 Rp 1,080.00

0.012 org/hr Kepala Tukang Pipa 100,000.00 Rp 1,200.00

0.002 org/hr Mandor 120,000.00 Rp 240.00

Jumlah Rp 3,969.10



0.013 org/hr Pekerja 80,000.00 Rp 1,064.00



0.002 org/hr Mandor 120,000.00 Rp 216.00

Jumlah Rp 2,627.00


0.013 org/hr Pekerja 80,000.00 Rp 1,064.00



0.002 org/hr Mandor 120,000.00 Rp 216.00

Jumlah Rp 2,627.00

18.44 Biaya Pemasangan Pipa GI Ø 6"

0.054 org/hr Pekerja 80,000.00 Rp 4,304.00



0.006 org/hr Mandor 120,000.00 Rp 696.00

Jumlah Rp 10,562.00


0.045 org/hr Pekerja 80,000.00 Rp 3,620.00



0.005 org/hr Mandor 120,000.00 Rp 648.00

Jumlah Rp 8,965.50


0.037 org/hr Pekerja 80,000.00 Rp 2,936.00



0.005 org/hr Mandor 120,000.00 Rp 600.00

Jumlah Rp 7,369.00

18.47 Biaya Pemasangan Pipa GI Ø 3"0.031 org/hr Pekerja 80,000.00 Rp 2,480.00



0.005 org/hr Mandor 120,000.00 Rp 576.00

Jumlah Rp 6,226.00

18.48 Biaya Pemasangan Pipa GI Ø 2 1/2"

0.027 org/hr Pekerja 80,000.00 Rp 2,128.00



0.003 org/hr Mandor 120,000.00 Rp 408.00

Jumlah Rp 5,260.00


0.022 org/hr Pekerja 80,000.00 Rp 1,776.00




0.002 org/hr Mandor 120,000.00 Rp 240.00

Jumlah Rp 4,294.00


0.019 org/hr Pekerja 80,000.00 Rp 1,520.00



0.002 org/hr Mandor 120,000.00 Rp 216.00

Jumlah Rp 3,696.00


0.019 org/hr Pekerja 80,000.00 Rp 1,520.00



0.002 org/hr Mandor 120,000.00 Rp 216.00

Jumlah Rp 3,696.00


0.019 org/hr Pekerja 80,000.00 Rp 1,520.00



0.002 org/hr Mandor 120,000.00 Rp 216.00

Jumlah Rp 3,696.00

19. ANALISA BIAYA PEKERJAAN AIR TANAH

19.1 1 M' Pengeboran Diameter 8 3/4"Peralatan

0.541 m' Borehole diameter 8 3/4" Rp 350,000.00 Rp 189,175.00 Jumlah (1) Rp 189,175.00

Tenaga0.3088 Org Pekerja Rp 80,000.00 Rp 24,704.00 0.0772 Org Tukang bor Rp 90,000.00 Rp 6,948.00 0.0309 Org Mandor Rp 120,000.00 Rp 3,708.00




19.2 1 M' Reaming Diameter 8 3/4" - 12"Peralatan

0.500 m' Reaming diameter 8 3/4" - 12" Rp 65,000.00 Rp 32,500.00 Jumlah (1) Rp 32,500.00




19.3 1 M' Reaming Diameter 8 3/4" - 14 3/4"Peralatan

0.5051 m' Reaming diameter 8 3/4" - 14 3/4" Rp 75,000.00 Rp 37,882.50 Jumlah (1) Rp 37,882.50




19.4 1 m' Pengadaan dan pemasangan Cassing Pipa PVC AW 6"Bahan

1.050 m' Pipa PVC AW 6 " Rp 148,775.00 Rp 156,213.75 0.100 Ls Centralizer Rp 50,000.00 Rp 5,000.00

Jumlah (1) Rp 161,213.75 Peralatan

0.1250 m' Drilling Rig + Perlengkapan Rp 55,000.00 Rp 6,875.00 Jumlah (2) Rp 6,875.00

Tenaga0.0720 Org Pekerja Rp 80,000.00 Rp 5,760.00 0.0180 Org Tukang bor Rp 90,000.00 Rp 1,620.00 0.0070 Org Mandor Rp 120,000.00 Rp 840.00

Jumlah (3) Rp 8,220.00 Jumlah (1)+(2)+(3) Rp 176,308.75


19.5 1 m' Pengadaan dan pemasangan LC Screen 6"Bahan

0.105 m' LC Screen 6" Rp 225,000.00 Rp 23,625.00 Jumlah (1) Rp 23,625.00

Peralatan0.1250 m' Drilling Rig + Perlengkapan Rp 55,000.00 Rp 6,875.00


0.0720 Org Pekerja Rp 80,000.00 Rp 5,760.00 0.0180 Org Tukang bor Rp 90,000.00 Rp 1,620.00 0.0070 Org Mandor Rp 120,000.00 Rp 840.00



19.6 1 m' Pengadaan dan pemasangan Cassing Pipa PVC AW 8"Bahan

1.050 m' Pipa PVC Type AW 8" Rp 249,700.00 Rp 262,185.00 0.100 Ls Centralizer Rp 50,000.00 Rp 5,000.00

Jumlah (1) Rp 267,185.00







19.7 1 m' Pengadaan dan pemasangan LC Screen 8"Bahan

0.105 m' LC Screen 8" Rp 325,000.00 Rp 34,125.00 Jumlah (1) Rp 34,125.00






19.8 1 m' Pengadaan dan pemasangan Pipa Sounding PVC 1"Bahan

1.020 m' Pipa Sounding PVC 1" + Asesoris Rp 8,900.00 Rp 9,078.00 Jumlah (1) Rp 9,078.00



0.024 Org Pekerja Rp 80,000.00 Rp 1,920.00 0.006 Org Tukang bor Rp 90,000.00 Rp 540.00 0.002 Org Mandor Rp 120,000.00 Rp 240.00



19.9 1 m3 Pengadaan dan pemasangan Gravel PackBahan

1.200 m3 Koral Rp 242,000.00 Rp 290,400.00 325.000 kg PC Rp 1,450.00 Rp 471,250.00

Jumlah (1) Rp 761,650.00 Peralatan


Tenaga0.0800 Org Pekerja Rp 80,000.00 Rp 6,400.00 0.0200 Org Tukang bor Rp 90,000.00 Rp 1,800.00 0.0080 Org Mandor Rp 120,000.00 Rp 960.00



19.10 Pencucian sumur (1 jam)*Peralatan




Jumlah (2) Rp 65,470.00 Jumlah (1)+(2) Rp 120,470.00


19.11 Uji Pemompaan (1 jam)*Peralatan






19.12 1 Lokasi pasang dan bongkar peralatan ujiBahan

2.000 tube Resin Rp 50,000.00 Rp 100,000.00 1.000 Ls Kabel isolasi, air accu, besi strip Rp 250,000.00 Rp 250,000.00


8.000 Org Pekerja Rp 80,000.00 Rp 640,000.00 1.000 Org Tukang bor Rp 90,000.00 Rp 90,000.00 0.800 Org Mandor Rp 120,000.00 Rp 96,000.00

Jumlah (2) Rp 826,000.00 Jumlah (1)+(2) Rp 1,176,000.00


19.13 Sampling 1 sampel analisa kualitas airBahan

1.000 Ls 1 bh Jerigen 1L, 2 bh botol 250 ml Rp 15,000.00 Rp 15,000.00 Jumlah (1) Rp 15,000.00

Tenaga1.000 Ls Tenaga sampling kualitas air Rp 250,000.00 Rp 250,000.00



19.14 1 bh patok sumurBahan

1.000 Ls Patok beton uk. 20 x 20 cm Rp 100,000.00 Rp 100,000.00 0.500 Kg Cat tembok Rp 22,800.00 Rp 11,400.00





Dinas Cipta Karya Kab. Pasuruan Analisa Tahun 2015 124

DAFTAR HARGA BAHAN BANGUNAN & UPAH KERJALokasi : Wilayah II

Tahun Anggaran : 2015

Periode : Februari

No. JENIS BAHAN Sat. Harga ( Rp )

A. BAHAN BANGUNAN

1 Pasir Urug m3 130,000 2 Pasir Pasang m3 134,800 3 Pasir Cor m3 185,000 4 Tanah Urug m3 93,500 5 Tanah Urug Taman m3 174,000 6 Batu Belah 15/20 m3 160,000 7 Batu pecah mesin 1/2 m3 242,000 8 Batu pecah mesin 1/1 m3 239,600 9 Batu pecah mesin 0.5 - 1 m3 237,900

10 Batu pecah mesin 2/3 m3 236,900 11 Batu pecah lokal 5/7 m3 173,300 12 Batu pecah lokal 3/5 m3 173,300 13 Batu pecah lokal 2/3 m3 173,300 14 Batu pecah lokal 1/2 m3 173,300 15 Batu pecah lokal 1/1 m3 160,000 16 Batu pecah lokal 0.5/1 m3 170,000 17 Sirtu klas C m3 150,400 18 Bata Merah bj 600 19 Bataco bh 2,900 20 Air kerja Ltr 15 21 Portland Cement (PC) 40 Kg zak 58,000 22 Portland Cement (PC) 50 Kg zak 72,500 23 Portland Cement (PC) Putih zak 85,000 24 Semen Warna kg 15,000 25 Kapur Gamping Ton 935,000 26 Kapur Pasang ( 10 kg ) zak 5,000 27 Besi Beton Polos kg 8,600 28 Besi Beton Ulir kg 9,500 29 Baja Profil WF & Kanal kg 11,000 30 Baja siku L kg 11,900 31 Baja C kg 11,900 32 Besi pengikat konstruksi / kuda2 kayu kg 12,000 33 Baja Plat simpul ,Trekstang,baut kg 11,900 34 Hollow 4 x4 tbl 0,3 mm btg 20,800 35 Hollow 4 x4 tbl 0,35 mm btg 23,800 36 Hollow 4 x4 tbl 0,5 mm btg 29,900 37 Hollow 2 x4 tbl 0,3 mm btg 16,600 38 Hollow 2 x4 tbl 0,35 mm btg 18,200 39 Hollow 2 x4 tbl 0,5 mm btg 23,600 40 alumunium Plat m' 37,000 41 Seng Alumunium 2 x 1 meter tebal 0,2 mm lbr 72,500 42 Elektroda kg 33,900 43 Kawat Beton ( bendrat ) kg 16,400 44 Besi Beugel/dook, angker kg 9,000 45 Tralis Besi Siku / Plat kg 9,000 46 Besi Strip kg 9,000 47 Besi plat ( 4 x 8 ) tebal 2 mm Kg 9,000 48 Buis Beton Ø 15 Cm bj 26,400 49 Buis Beton Ø 20 Cm bj 35,700 50 Buis Beton Ø 30 Cm bj 54,600 51 Buis Beton Ø 40 Cm bj 62,000 52 Buis Beton Ø 50 Cm Bh 72,800 53 Buis beton U 15 cm Bh 22,100 54 Buis Beton U 20 Cm Bh 23,300 55 Buis Beton U 30 Cm Bh 36,300 56 Buis beton U 40 cm Bh 51,300 57 Buis beton U 50 cm Bh 61,300



58 Minyak Cat ( B ) ltr 18,200 59 Minyak pelumas begisting ltr 15,000 60 Cat Meni Kayu kg 27,500 61 Cat Meni Besi kg 35,900 62 Cat Kayu / cat besi kg 65,900 63 Cat Dinding dasar kg 10,400 64 Cat Dinding Interior kg 22,000 65 Cat Dinding Eksterior kg 22,800 66 Cat Weathersield Ltr 86,000 67 Cat kolam kg 62,000 68 Cat genteng kg 43,300 69 Waterproofing ltr 45,000 70 Plamir Dinding kg 25,000 71 Plamir Kayu kg 27,500 72 Wood filler kg 46,800 73 Sending Ltr 50,000 74 Melamin Ltr 50,000 75 Pewarna Ltr 62,200 76 Tinner A Ltr 25,000 77 Vernis Ltr 23,800 78 Dempul Kg 30,000 79 Minyak cat / Afduner Ltr 19,000 80 Kertas Gosok lbr 3,500 81 Spiritus ltr 16,500 82 Soda Api kg 16,600 83 Kuas 4" bh 15,400 84 Cerelak kg 121,100 85 Politur ltr 65,900 86 Teak Oil ltr 23,100 87 Teer/Residu ltr 18,500 88 Kaca Bening 3 mm m2 75,000 89 Kaca Bening 5 mm m2 77,800 90 Kaca bening tebal 8 mm m2 100,000 91 Kaca Rayband 5 mm m2 150,000 92 Kaca Rayband 8 mm m2 124,400 93 Kaca clear tempered 12 mm m2 448,000 94 Sunblast m2 150,000 95 Nako daun 19,100 96 Glassblock 19 X 9 x 19 cm bj 20,000 97 Kayu Kelas III Papan sgl ukuran m3 6,821,500 98 Kayu Kelas II Papan sgl ukuran m3 11,080,500 99 Kayu Kelas III Balok sgl ukuran m3 5,210,000

100 Kayu Kelas II Balok sgl ukuran m3 5,435,700 101 Kayu Kruing Balok sgl ukuran m3 4,766,700 102 Kayu Papan Tahun m3 1,210,000 103 Kayu Tahun (Bekesting) m3 2,250,000 104 Kayu List 1-5 Cm (Kamper) m' 7,000 105 Kayu Jati Balok Lokal m3 14,300,000 106 Kayu Jati Papan Lokal m3 15,400,000 107 Kayu Jati Balok TPK m3 23,733,300 108 Kayu Jati Papan TPK m3 24,920,000 111 Asbes datar tebal 4 mm 1 x 1 m lbr 18,100 115 Harplek (0.6x2.00) lbr 20,000 116 Triplek (90x210) 3 mm lbr 45,000 117 Triplek (90x210) 4 mm lbr 58,800 118 Triplek (120x240) 4 mm lbr 64,900 119 Triplek (120x240) 3 mm lbr 48,800 120 Multiplek (120x240) 6 mm lbr 105,000 121 Multiplek (120x240) 9 mm lbr 130,000 122 Multiplek (120x240) 12 mm lbr 166,100 123 Multiplek (120x240) 18 mm lbr 213,300 124 Plywood 9 mm (122x244) lbr 185,000 125 Plywood 4 mm (122x244) lbr 125,000 126 Plywood 4 mm (90x220) lbr 64,600 127 Formika lbr 85,000 128 Keramik Lantai 10 x 20 m2 49,900 129 Keramik Lantai 15 x 15 m2 49,900 130 Keramik Lantai 15 x 20 m2 49,900



131 Keramik Lantai 20 x 20 m2 44,000 132 Keramik (30x30) Polos m2 45,000 133 Keramik (30x30) Motif m2 46,200 134 Keramik (40x40) Polos m2 47,500 135 Keramik (40x40) Motif m2 49,400 136 Keramik (60 x 60) polos m2 96,900 137 Keramik (60 x 60) motif m2 125,200 138 Granit lantai 60 x 60 m2 138,700 139 Batu Granit alam lebar 60 m2 288,900 140 Keramik Dinding ( 20x20 Cm, 20x25 Cm ) m2 50,000 141 Plint Keramik 10/20 bh 10,300 142 Plint Keramik 10/30 bh 15,800 143 Plint Keramik artistik 5/20 m' 22,000 144 Kuku Macan kpng 600 145 List keramik 10 cm bh 3,500 146 Karpet lantai CR 654 m2 350,000 147 Underlayer m2 50,000 148 Vinyl 30 cm x 30 cm x 1,5 mm , motif kayu m2 70,000 149 Parquet kayu Jati solid 1,2 cm x 5 cm x 30 cm m2 200,000 150 Asbes Gelombang Kecil (305x105) lbr 87,500 151 Asbes Gelombang Besar (240x105) lbr 110,000 152 Seng Gelombang (300x90) BJLS 30 lbr 100,000 153 Seng Plat BJLS 30 Ukuran 40 cm m' 30,300 154 Seng Plat BJLS 30 Ukuran 50 cm m' 33,200 155 Seng Plat BJLS 30 Ukuran 60 cm m' 35,700 156 Seng Plat BJLS 30 Ukuran 70 cm m' 38,700 157 Seng Plat BJLS 30 Ukuran 90 cm m' 42,000 158 Talang galvanis 90 tebal 0,3 mm m' 38,000 159 Teakwood (120x240x4) lbr 108,400 160 Teakwood (110x210x4) lbr 89,900 161 Gypsum Board ( 120 x 240 ) 9 mm lbr 69,100 162 Kasa Gypsum roll 26,700 163 Alkasit kg 32,000 164 Kawat penggantung plafon m' 6,000 165 GRC board 244 x 122 tebal 4 mm lbr 60,000 166 GRC board 244 x 122 tebal 6 mm lbr 119,800 167 Tepung gypsum kg 3,000 168 List Gypsum m' 25,000 169 Lem Kayu putih kg 15,000 170 Lem Kayu kuning kg 40,000 171 Lem wallpaper kg 28,100 172 Paku balok / papan kg 17,200 173 Paku pancing bh 1,200 174 Paku eternit/paku payung Kg 34,800 175 Paku skrup gypsum kg 18,000 176 Paku usuk kg 13,000 177 Paku Reng Kg 13,000 178 Engsel pintu kuningan/silver Stel 25,000 179 Engsel pintu alumunium stel 73,200 180 Engsel H stel 8,000 181 Engsel Koboy 3" Stel 35,000 182 Engsel Koboy 4" Set 45,000 183 Engsel Jendela kuningan/stainless Stel 15,000 184 Engsel jendela alumunium/casement stel 55,000 185 Engsel geser jendela & pengunci Set 253,000 186 Engsel angin Stel 20,000 187 Kunci tanam biasa Bh 100,000 188 Kunci tanam antik Bh 165,200 189 Kunci tanam WC / KM Bh 45,000 190 Kunci tanam ( 808 ) Bh 13,200 191 Kunci silinder Bh 68,000 192 Slot besar Stel 136,900 193 Grendel /slot Pintu Bj 19,300 194 Grendel/slot Jendela Bj 21,000 195 Hak Angin Sikutan Bj 21,500 196 Hak Angin Kait Bj 25,000 197 Door stop magnet (PVC) Bh 23,000 198 Spring knip Bh 17,000



199 Pegangan pintu besar Bh 225,000 200 Pegangan pintu kecil biasa Bh 76,000 201 Pegangan pintu laci/almari 16 cm Bh 19,000 202 Pegangan pintu aluminium Bh 65,000 203 Kran Air diameter 1/2" Bj 31,600 204 Kran Air diameter 3/4" Bj 38,000 205 Stop kran 1/2" Bj 48,000 206 Pipa PVC diameter 5/8" D m' 1,600 207 Pipa Conduit 20 mm m' 12,500 208 Pipa PVC diameter 1/2" AW ( 13 mm ) m' 6,700 209 Pipa PVC diameter 3/4" AW ( 20 mm ) m' 7,600 210 Pipa PVC diameter 1" AW m' 8,900 211 Pipa PVC diameter 1 1/2" AW m' 16,000 212 Pipa PVC diameter 2" AW m' 16,500 213 Pipa PVC diameter 2 1/2 " AW m' 30,600 214 Pipa PVC diameter 3" AW ( 90 mm ) m' 33,800 215 Pipa PVC diameter 4" AW ( 110 mm ) m' 62,500 216 Pipa PVC diameter 6" AW m' 148,775 217 Pipa PVC diameter 8" AW m' 249,700 218 Pipa PVC Klas S 12.5 diameter 1" ( 32 mm ) m' 6,200 219 Pipa PVC Klas S 12.5 diameter 1 1/4" ( 40 mm ) m' 7,900 220 Pipa PVC Klas S 12.5 diameter 1 1/2" ( 50 mm ) m' 12,700 221 Pipa PVC Klas S 12.5 diameter 2" ( 63 mm ) m' 20,100 222 Pipa PVC Klas S 12.5 diameter 2 1/2" ( 75 mm ) m' 28,400 223 Pipa PVC Klas S 12.5 diameter 3" ( 90 mm ) m' 40,200 224 Pipa PVC Klas S 12.5 diameter 4" ( 110 mm ) m' 59,000 225 Pipa GI ( Med BSA ) diameter 1/2" m' 27,700 226 Pipa GI ( Med BSA ) diameter 3/4" m' 35,600 227 Pipa GI ( Med BSA ) diameter 1" m' 46,800 228 Pipa GI ( Med BSA ) diameter 1 1/4" m' 49,800 229 Pipa GI ( Med BSA ) diameter 1 1/2" m' 54,200 230 Pipa GI ( Med BSA ) diameter 2" m' 70,000 231 Pipa GI ( Med BSA ) diameter 2 1/2" m' 87,800 232 Pipa GI ( Med BSA ) diameter 3" m' 115,800 233 Pipa GI ( Med BSA ) diameter 4" m' 165,000 234 Pipa GI ( Med BSA ) diameter 5" m' 240,000 235 Pipa GI ( Med BSA ) diameter 6" m' 286,200 236 Keni PVC 1/2 " Bh 2,900 237 Keni PVC 3/4 " Bh 3,000 238 Keni PVC 2 " Bh 5,000 239 Keni PVC 3 " Bh 10,000 240 Keni PVC 4 " Bh 20,000 241 Keni PVC 5 " Bh 29,700 242 Keni GI 4 " Bh 170,000 243 Keni GI 3 " Bh 100,000 244 Keni GI 2,5 " Bh 72,500 245 Keni GI 2 " Bh 35,000 246 Keni GI 1 " Bh 17,000 247 Klem PVC Bh 1,500

Peralatan Pipa / Accesories : - 248 Stop kran 1" bh 91,600 249 Stop kran 3/4" bh 62,200 250 Sock GI diameter 4" bh 97,800 251 Sock GI diameter 3" bh 65,000 252 Sock GI diameter 2 1/2" bh 40,000 253 Sock GI diameter 2 " bh 27,500 254 Sock GI diameter 1 1/2" bh 10,300 255 Sock GI diameter 1 1/4" bh 13,400 256 Sock GI diameter 1" bh 12,500 257 Sock GI diameter 3/4" bh 3,600 258 Sock GI diameter 1/2" bh 2,800 259 Watermoor GI diameter 4" bh 300,000 260 Watermoor GI diameter 3" bh 160,000 261 Watermoor GI diameter 2 1/2" bh 100,000 262 Watermoor GI diameter 2" bh 65,000 263 Watermoor GI diameter 1 1/2" bh 44,200 264 Watermoor GI diameter 1 1/4" bh 35,300 265 Watermoor GI diameter 1" bh 27,500



266 Bend GI diameter 4" bh 133,100 267 Bend GI diameter 3" bh 75,400 268 Bend GI diameter 2 1/2" bh 47,900 269 Bend GI diameter 2 " bh 27,600 270 Bend GI diameter 1 1/2" bh 14,800 271 Bend GI diameter 1 1/4" bh 12,000 272 Bend GI diameter 1" bh 7,200 273 Bend GI diameter 3/4" bh 4,800 274 Bend GI diameter 1/2" bh 3,200 275 Bend PVC diameter 110 mm bh 119,600 276 Bend PVC diameter 90 mm bh 95,000 277 Bend PVC diameter 75 mm bh 70,400 278 Bend PVC diameter 63 mm bh 25,900 279 Bend PVC diameter 50 mm bh 16,000 280 Bend PVC diameter 40 mm bh 10,900 281 Bend PVC diameter 32 mm bh 3,600 282 Bend PVC diameter 25 mm bh 2,800 283 Screw socked diameter 110 mm bh 66,400 284 Screw socked diameter 90 mm bh 52,100 285 Screw socked diameter 75 mm bh 30,700 286 Screw socked diameter 63 mm bh 25,700 287 Screw socked diameter 50 mm bh 20,600 288 Screw socked diameter 40 mm bh 11,200 289 Screw socked diameter 32 mm bh 5,300 290 Gate valve diameter 4" bh 867,700 291 Gate valve diameter 3" bh 672,300 292 Gate valve diameter 2" bh 456,000 293 Gate valve diameter 1 1/2" bh 360,800 294 Gate valve diameter 1 1/4" bh 252,500 295 Flange Socked / Draat diameter 4" bh 189,400 296 Flange Socked / Draat diameter 3" bh 154,200 297 Flange Socked / Draat diameter 2" bh 115,900 298 Flange Socked / Draat diameter 1 1/2" bh 72,200 299 Flange Socked / Draat diameter 1 1/4" bh 60,200 300 Tee PVC dia. 110 x 110 bh 171,400 301 Tee PVC dia. 110 x 90 bh 186,400 302 Tee PVC dia. 110 x 63 bh 159,200 303 Tee PVC dia. 110 x 50 bh 159,200 304 Tee PVC dia. 90 x 90 bh 119,600 305 Tee PVC dia. 90 x 63 bh 100,400 306 Tee PVC dia. 90 x 50 bh 75,200 307 Tee PVC dia. 90 x 40 bh 71,400 308 Tee PVC dia. 63 x 63 bh 59,000 309 Tee PVC dia. 63 x 50 bh 34,800 310 Tee PVC dia. 63 x 40 bh 35,200 311 Tee PVC dia. 50 x 50 bh 15,000 312 Tee PVC dia. 50 x 40 bh 14,000 313 Tee PVC dia. 40 x 40 bh 8,000 314 Tee PVC dia. 40 x 32 bh 6,100 315 Tee PVC dia. 32 x 32 bh 5,100 316 Tee PVC dia. 32 x 25 bh 4,800 317 Tee PVC dia. 25 x 25 bh 3,600 318 Tee GI dia. 4" x 4" bh 261,000 319 Tee GI dia. 4" x 3" bh 288,600 320 Tee GI dia. 4" x 2" bh 247,700 321 Tee GI dia. 4" x 1 1/2" bh 264,600 322 Tee GI dia. 3" x 3" bh 174,400 323 Tee GI dia. 3" x 2" bh 234,500 324 Tee GI dia. 3" x 1 1/2" bh 258,600 325 Tee GI dia. 3" x 1 1/4" bh 266,900 326 Tee GI dia. 2" x 2" bh 70,300 327 Tee GI dia. 2" x 1 1/2" bh 84,200 328 Tee GI dia. 2" x 1 1/4" bh 99,200 329 Tee GI dia. 1 1/2" x 1 1/2" bh 19,800 330 Tee GI dia. 1 1/2" x 1 1/4" bh 24,400 331 Tee GI dia. 1 1/4" x 1 1/4" bh 11,700 332 Tee GI dia. 1 1/4" x 1" bh 13,900 333 Tee GI dia. 1" x 1" bh 5,800



334 Clamp Sadle PVC 110 x 25 bh 54,800 335 Clamp Sadle PVC 90 x 25 bh 35,500 336 Clamp Sadle PVC 63 x 25 bh 23,100 337 Reducer PVC dia 110 x 90 bh 151,100 338 Reducer PVC dia 90 x 75 bh 72,700 339 Reducer PVC dia 75 x 63 bh 51,700 340 Reducer PVC dia 63 x 50 bh 14,000 341 Reducer PVC dia 50 x 40 bh 6,800 342 Reducer PVC dia 40 x 32 bh 3,700 343 Reducer PVC dia 32 x 25 bh 2,900 344 Reducer GI dia 4" x 3" bh 94,400 345 Reducer GI dia 3" x 2 1/2" bh 80,300 346 Reducer GI dia 2 1/2" x 2" bh 49,000 347 Reducer GI dia 2" x 1 1/2" bh 37,300 348 Reducer GI dia 1 1/2" x 1 1/4" bh 11,000 349 Reducer GI dia 1 1/4" x 1" bh 6,000 350 Screeaner GI dia 4" bh 663,800 351 Screeaner GI dia 3" bh 547,200 352 Screeaner GI dia 2 1/2" bh 198,400 353 Screeaner GI dia 2" bh 430,000 354 Screeaner GI dia 1 1/2" bh 140,700 355 Screeaner GI dia 1 1/4" bh 114,200 356 Single Air Valve dia 1/2" bh 140,700 357 Single Air Valve dia 3/4" bh 140,700 358 Single Air Valve dia 1" bh 151,600 359 Straat pot diameter 4" bh 98,600 360 Straat pot diameter 3" bh 67,800 361 Air valve dia 1/2" bh 222,200 362 Dop GI dia 3" bh 35,700 363 Dop GI dia 2 1/2" bh 25,800 364 Dop GI dia 2" bh 12,600 365 Dop GI dia 1 1/2" bh 9,200 366 Dop GI dia 1 1/4" bh 6,900 367 Dop GI dia 1" bh 4,700 368 Dop GI dia 3/4" bh 3,300 369 Dop PVC dia. 90 bh 20,300 370 Dop PVC dia. 75 bh 14,800 371 Dop PVC dia. 63 bh 10,700 372 Dop PVC dia. 50 bh 8,200 373 Dop PVC dia. 40 bh 7,000 374 Dop PVC dia. 32 bh 4,200 375 Dop PVC dia. 25 bh 3,100 376 Cek Valve dia. 2" bh 537,300 377 Cek Valve dia. 1 1/2" bh 263,900 378 Cek Valve dia. 1 1/4" bh 216,400 379 Perlintasan pipa m' 252,500 380 Crossing pipa m' 198,400 381 Manhole 60 x 60 cm lengkap dengan gembok unit 360,800 382 Ventilasi udara GI Ø 1 1/2" unit 101,100 383 Tangga monyet unit 120,300 384 Pelampung air bh 90,200 385 Plug kran PVC dia. 3/4" bh 3,600 386 Sock draat luar PVC dia. 3/4" bh 20,300 387 Sock draat dalam GI dia. 1/2" bh 9,200 388 Reducer PVC dia. 3/4" x 1/2" bh 3,600 389 Double nepple GI dia. 1/2" bh 2,900 390 Double nepple GI dia. 1" bh 3,700 391 Klem Besi kg 27,000 392 Sakelar tunggal bh 13,000 393 Sakelar double bh 21,000 394 Sakelar AC bh 65,000 395 Stop kontak bh 13,500 396 Stop kontak AC bh 65,000 397 Outlet TV bh 49,000 398 Outlet telephone bh 46,000 399 Downlight 4 " bh 54,800 400 Downlight 5 " bh 64,700 401 Lampu sorot 150 W bh 64,700



402 Lampu hias taman bh 175,000 403 Lampu hias dinding bh 110,000 404 Lampu TL 1 x 20, lengkap reflektor bh 120,000 405 Lampu TL 2 x 20, lengkap reflektor bh 165,000 406 Lampu TL 1x 40, lengkap reflektor bh 172,000 407 Lampu TL 2 x 20, lengkap RMI bh 342,900 408 Lampu TL 2 x 40, lengkap RMI bh 530,000 409 Lampu pijar 10 watt + Fitting bh 14,500 410 Lampu pijar 40 watt + Fitting bh 14,500 410 Lampu Pijar bulat LED 3 Watt bh 40,000 411 Lampu Pijar bulat LED 5 Watt bh 45,000 412 Lampu Pijar bulat LED 7 Watt bh 58,000 413 Lampu Pijar bulat LED 8 Watt bh 64,700 414 Lampu Pijar bulat LED 9 Watt bh 75,000 415 Lampu Pijar bulat LED 10 Watt bh 90,000 416 Lampu Pijar bulat LED 12 Watt bh 95,000 417 Lampu Pijar bulat LED 14 Watt bh 120,000 418 Lampu Pijar tornado 5 Watt bh 36,000 419 Lampu Pijar tornado 15 Watt bh 57,000 420 Lampu Pijar tornado 20 Watt bh 40,000 421 Lampu Pijar tornado 24 Watt bh 47,800 422 Lampu pijar 15 Watt bh 7,500 423 Lampu TL 1x20 Watt+fitting bh 95,000 424 Lampu TL 1x40 Watt+fitting bh 125,000 425 Lampu PL 8 Watt bh 24,500 426 Lampu PL 18 Watt bh 30,500 427 Lampu PL 23 Watt bh 37,000 428 Fitting Lampu persegi bh 9,500 429 Zekring bulat lengkap bh 44,800 430 Zekering SPA 60 Amp Bh 85,500 431 Sekering Kas 1 Group MCB Unit 30,300 432 Sekering Kas 2 Group MCB Unit 38,300 433 Sekering Kas 3 Group MCB Unit 111,900 434 Kotak zekering MCB bh 30,000 435 MCB Box 1 group outbow bh 5,600 436 MCB Box 2 group outbow bh 15,000 437 MCB Box 3 group outbow bh 30,000 438 MCB Box 4 group inbow bh 35,000 439 MCB Box 8 group inbow bh 55,000 440 MCB Box 12 group inbow bh 110,000 441 MCB 4 Ampere bh 35,000 442 MCB 6 A,10 A, 16 A bh 40,000 443 MCB 20 A, 25 A bh 45,000 444 MCB 35 A bh 45,000 445 MCB 3 phase 16 A bh 225,000 446 MCB 3 phase 25 A bh 245,000 447 MCB 3 phase 35 A bh 245,000 448 MCB 3 phase 45 A bh 290,000 449 MCB 3 phase 60 A bh 375,000 450 Braker 3 Phase 60 A bh 490,000 451 Braker 3 Phase 100 A bh 500,000 452 Kabel NGA 500 Volt 1x2.5 mm m' 3,500 453 Kabel NYY 2 x 2.5 mm m' 14,000 454 Kabel NYY 3 x 2.5 mm m' 18,000 455 Kabel NYY 2 x 1.5 mm m' 9,000 456 Kabel NYY 3 x 1.5 mm m' 12,000 454 Kabel NYM 3 x 2.5 mm m' 14,000 455 Kabel NYM 2 x 2.5 mm m' 9,500 456 Kabel NYM 3 x 4 mm m' 19,000 457 Kabel NYM 4 x4 mm m' 27,000 458 Kabel antena m' 6,500 459 Kabel telephone m' 3,000 460 Grounding 10 mm (tembaga P=1,8 m) bj 25,000 461 Grounding 12 mm (tembaga P=1,8 m) bj 30,000 462 Kabel BC 16 mm m' 20,000 455 Kabel BC 25 mm bh 27,500 456 Cop Penangkal petir bh 175,000 457 Klem BC Kabel bh 2,500



458 Box Panel 40 x 60 cm bh 575,000 459 cable rail m' 25,000 460 Plat cooper bh 35,000 461 Lampu R,S,T bh 15,000 462 Cable sukun cooper 2,5 mm bj 1,000 463 Cable sukun cooper 4 mm bj 1,000 456 Cable sukun cooper 16 mm bj 2,000 457 Cable sukun cooper 25 mm bj 3,000 458 Cble dekc/ PVC trey 45 x 45 ljr 45,000 459 Arde 10 mL bh 25,000 460 Arde 12 mL bh 30,000 461 Arde 16 mL bh 55,000 462 Kawat Harmonika m2 30,000 462 Kawat Kasa harmonika m2 29,800 463 Beton Roster/Kerawang bh 4,100 464 Roster bata bh 7,500 465 Roster keramik 25 x 25 bh 47,500 466 Genteng Lokal Vlam bj 1,200 467 Genteng Lokal model Karangpilang (kodok) bj 2,100 468 Genting keramik glazur bj 10,500 469 Bubungan Genting keramik bj 27,500 470 Bubungan lokal model karangpilang bj 5,200 471 Bubungan Asbes Gelombang Kecil bj 40,000 472 Bubungan Asbes Gelombang Besar bj 52,500 473 Genteng Karangpilang ( Bambe ) bj 4,400 474 Bubungan Karangpilang ( Bambe ) bj 13,200 475 Bubungan genting Vlam pres bj 3,600 476 Genteng beton bj 3,600 477 Bubungan genteng beton bj 5,200 478 Genteng kaca bj 13,200 479 Urinoir bh 2,066,400 480 Kloset Jongkok Porselen bh 135,000 481 Kloset Duduk monoblok bh 1,950,000 482 Kloset Duduk duoblok bh 2,500,000 483 Wastafel 50 x 40 bh 391,300 484 Kran wastafel bh 45,000 485 Jet Washer bh 68,000 486 Hand Shower bh 160,000 487 Kran Shower bh 256,000 488 Bak Mandi Fiberglas 65 x 65 cm bh 306,100 489 Bak mandi oval PVC uk. 55 x 55 cm bh 247,000 490 Bak mandi oval Marble uk. 65 x 65 x 78 cm bh 1,424,700 491 Bak mandi oval Marble uk. 55 x 55 x 68 cm bh 1,230,000 492 Floor drain ( Sreen + Avoer ) bh 120,000 493 Floor drain PVC bh 14,000 494 Pipa / slang spiral saluran kran Set 160,000 495 Bak cuci stainlies steel (901 x 505 x 125) Bh 237,500 496 Water drain + Accessories Bh 27,900 497 Seal tape (TBA) 12 mm x 0,075 mm x 10 m bh 4,400 498 Isolator bh 700 499 Las doof bh 2,500 500 T dos PVC bh 2,500 501 Paving Stone persegi empat 21 x 10,5 x 6 cm K3 m2 56,150 502 Paving Stone persegi empat 21 x 10,5 x 8 cm K3 m2 69,450 503 Kansteen persegi panjang berkait 20x 20 x 10 c bj 15,250 504 Pintu aluminium m2 260,000 505 slimar aluminium m' 17,300 506 Rooling door besi 0,4 mm m2 174,200 507 Rooling door alumunium 0,8 mm m2 348,400 508 Daun pintu aluminium + kusen untuk KM/WC unit 671,000 509 Daun pintu PVC & kusen KM/WC (70 x 195 cm) unit 248,900 510 Daun pintu PVC & kusen KM/WC (90 x 210 cm) unit 348,400 511 Pintu besi baja m2 519,200 512 Jendela besi m2 519,200 513 Door Closer bh 250,000 514 Baut kait baja bh 1,900 515 Skrup fixer bh 6,700 516 Skrup gypsum 5 cm (500 bj) bh 200



517 Skrup gypsum 3 cm bh 200 518 Skrup gypsum 2,5 cm (isi 1000 bj) bh 100 519 Klem kabel 20 mm bh 300 520 Klem pipa stainless 20 mm bh 400 521 Roofligt Fiberglass m2 50,900 522 Polycarbonat solarlite clear 2,1 x 11,8 m tbl 5 m2 76,400 523 Pagar BRC Uk.2400 x 900 galvanize unit 359,800 524 Pagar BRC Uk.2400 x 1200 galvanize unit 460,500 525 Pagar BRC Uk.2400 x 1500 galvanize unit 477,200 526 Pintu Swing Tunggal Uk. 1000 x 1000 galvanize unit 557,300 527 Pintu Swing Tunggal Uk. 1000 x 1200 galvanize unit 606,200 528 Pintu Swing Tunggal Uk. 1000 x 1500 galvanize unit 791,000 529 Pintu Swing Ganda Uk. 2500 x 1200 galvanize unit 1,566,400 530 Pintu Swing Ganda Uk. 2500 x 1500 galvanize unit 2,020,100 531 Tiang penghubung Uk. Ø 1.5" x 1200 btg 149,200 532 Tiang penghubung Uk. Ø 1.5" x 1500 btg 178,000 533 Tiang penghubung Uk. Ø 1.5" x 1800 btg 206,300 534 Batu alam bobos/palimanan/klinker m2 103,700 535 Batu alur 20 x 40 cm m2 30,000 536 Kusen Aluminium 4" m' 114,500 537 Kusen Aluminium 3" m' 100,000 538 Karet kusen aluminium m' 15,000 539 Kawat duri pagar roll 4,000 540 Dolken kayu gelam btg 12,900 541 Gedeg gulung m2 8,100 542 Bambu 4m ljr 13,700 543 Ijuk kg 44,400 544 Tekblock m2 93,400 547 Seng fumira m2 37,500 548 Aspal bitumen kg 10,300 549 Aspal curah kg 10,000 550 Kayu bakar m3 162,200 551 Calciplank 0.1 m x 2.4 m m' 32,700 552 Calciplank 0.2 m x 2.4 m m' 4,700 553 Calciplank 0.3 m x 2.4 m m' 58,700 554 Kawat wire mesh kg 13,900 555 Solar Ltr 10,200 556 Sealant Tube 10,700 557 Wallpaper 10 x 0,50 m roll 222,200 558 Tandon air / waterprofil tank 1000 L unt 2,300,000 559 Kusen beton (bouvenlist) 40 x 60 unit 80,000 560 Plat cor besi dai. 600 mm t=10 mm unit 850,000 561 Pompa air double jet bh 1,344,000 562 Pilar beton unit 50,000 563 Roda pagar dia. 7 cm bh 44,400 564 Roda pagar dia. 8 cm bh 48,900 565 Roda pagar dia. 10 cm bh 62,200 566 Pompa air otomatis bh 500,000 567 Kalsiboard lembar 47,500 568 Pupuk Kandang karung 8,250 569 Furadan kg 15,000 570 Borehole diameter 8 3/4" m' 350,000 571 Reaming diameter 8 3/4" - 12" m' 65,000 572 Reaming diameter 8 3/4" - 14 3/4" m' 75,000 573 LC Screen 6" m' 225,000 574 LC Screen 8" m' 325,000 575 Resin tube 50,000 576 Kabel isolasi, air accu, besi strip Ls 250,000 577 1 bh Jerigen 1L, 2 bh botol 250 ml bh 15,000 578 Patok beton uk. 20 x 20 cm bh 100,000

B. JENIS TANAMANTanaman pelindung:

1. Palem putri 2m btg 150,000 2. Sawo kecik 2 m btg 200,000 3. Palem ekor tupai tinggi 2 m btg 125,000 4. Dadap merah tinggi 2 m btg 75,000 5. Pandan bali 2 m btg 600,000



6. Palem phoenix 2 m btg 350,000

Tanaman Perdu:7. Bunga bakung polybag 2,750 8. Taiwan beauty polybag 2,500 9. Lili paris polybag 2,000 10 Teh-tehan polybag 1,200 11 Kucai mini polybag 1,000 12 melati jepang polybag 3,000 13 Nanas merah polybag 20,000

Rumput14 Rumput gajah mini m2 20,000 15 Ruput gajah paitan m2 12,000 16 Rumput swiss m2 45,000

C. UPAH TENAGA KERJA1 Mandor Org/Hr 120,000 2 Kepala Tukang Kayu Org/Hr 100,000 3 Tukang Kayu Org/Hr 90,000 4 Kepala Tukang Batu Org/Hr 100,000 5 Tukang Batu Org/Hr 90,000 6 Kepala Tukang Cat Org/Hr 100,000 7 Tukang Cat Org/Hr 90,000 8 Kepala Tukang Listrik Org/Hr 100,000 9 Tukang Listrik Org/Hr 90,000

10 Kepala Tukang Pipa Org/Hr 100,000 11 Tukang Pipa Org/Hr 90,000 12 Kepala Tukang Besi Org/Hr 100,000 13 Tukang Besi Org/Hr 90,000 14 Pekerja Org/Hr 80,000 15 Tukang Plitur Org/Hr 90,000 16 Tukang aluminium Org/Hr 90,000 17 Tukang tanam Org/Hr 90,000 18 Tukan bor Org/hr 90,000 19 Tenaga sampling kualitas air Ls 250,000

D. SEWA ALAT

1 Sewa Pengaduk Beton 0,50 m3 ( min 3 jam ) per hari 150,000.002 Sewa Pump Water ( min 3 jam ) per hari 150,000.003 Sewa Vibarator Roller ( min 5 jam ) per jam 35,000.004 Sewa Alat Bantu ( set / 3 alat ) per hari 55,000.005 Sewa Dump Truck per hari 250,000.006 Sewa Escavator per jam 150,000.007 Alat bantu per hari 52,000.008 Sewa alat perakitan besi per jam 15,000.009 Drilling Rig + Perlengkapan per m' 55,000.00

Pasuruan, Februari 2015Mengetahui :

KEPALA DINAS CIPTA KARYAKABUPATEN PASURUAN

Ir. MISBAH ZUNIB, M.SiNIP 196108071990031013

BIDANG BANGUNAN

11. ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA

11.1 1 bh Pasang kunci tanam antik11.1.1 Bahan

1.000 Bh Kunci tanam antik @ Rp 165,200.00 = Rp 165,200.00 Jumlah (1) = Rp 165,200.00

11.1.2 Tenaga0.060 Org Pekerja @ Rp 80,000.00 = Rp 4,800.00 0.600 Org Tukang kayu @ Rp 90,000.00 = Rp 54,000.00 0.060 Org Kepala tukang @ Rp 100,000.00 = Rp 6,000.00

0.003 Org Mandor @ Rp 120,000.00 = Rp 360.00 Jumlah (2) = Rp 65,160.00

Jumlah (1) + (2) = Rp 230,360.00

11.2 1 bh Pasang kunci tanam biasa11.2.1 Bahan

1.000 Bh Kunci tanam biasa @ Rp 100,000.00 = Rp 100,000.00 Jumlah (1) = Rp 100,000.00

11.2.2 Tenaga0.010 Org Pekerja @ Rp 80,000.00 = Rp 800.00 0.500 Org Tukang kayu @ Rp 90,000.00 = Rp 45,000.00 0.010 Org Kepala tukang @ Rp 100,000.00 = Rp 1,000.00


Jumlah (1) + (2) = Rp 147,400.00

11.2 1 bh Pasang kunci tanam kamar mandi11.2.1 Bahan

1.000 Bh Kunci tanam kamar mandi @ Rp 45,000.00 = Rp 45,000.00 Jumlah (1) = Rp 45,000.00

11.2.2 Tenaga0.005 Org Pekerja @ Rp 80,000.00 = Rp 400.00 0.500 Org Tukang kayu @ Rp 90,000.00 = Rp 45,000.00 0.005 Org Kepala tukang @ Rp 100,000.00 = Rp 500.00


Jumlah (1) + (2) = Rp 91,200.00

11.3 1 bh Pasang kunci silinder11.3.1 Bahan

1.000 Bh Kunci silinder @ Rp 45,000.00 = Rp 45,000.00 Jumlah (1) = Rp 45,000.00

11.3.2 Tenaga0.005 Org Pekerja @ Rp 80,000.00 = Rp 400.00 0.500 Org Tukang kayu @ Rp 90,000.00 = Rp 45,000.00 0.005 Org Kepala tukang @ Rp 100,000.00 = Rp 500.00


Jumlah (1) + (2) = Rp 90,930.00

BIDANG BANGUNAN

11.4 1 bh Pasang engsel pintu11.4.1 Bahan

1.000 Bh Engsel pintu @ Rp 25,000.00 = Rp 25,000.00 Jumlah (1) = Rp 25,000.00



Jumlah (1) + (2) = Rp 41,290.00

11.5 1 bh Pasang engsel jendela kupu - kupu11.5.1 Bahan

1.000 Bh Engsel jendela @ Rp 15,000.00 = Rp 15,000.00 Jumlah (1) = Rp 15,000.00



Jumlah (1) + (2) = Rp 25,860.00

11.5 1 bh Pasang engsel angin11.5.1 Bahan

1.000 Bh Engsel angin @ = Rp - Jumlah (1) = Rp -



Jumlah (1) + (2) = Rp 10,860.00

11.6 1 bh Pasang kait angin11.6.1 Bahan

1.000 Bh Kait angin Rp 25,000.00 = Rp 25,000.00 Jumlah (1) = Rp 25,000.00



Jumlah (1) + (2) = Rp 41,290.00

11.6 1 bh Pasang door closer11.6.1 Bahan

1.000 Bh Door closer = Rp - Jumlah (1) = Rp -



BIDANG BANGUNAN

Jumlah (1) + (2) = Rp 54,300.00

BIDANG BANGUNAN

11.7 1 bh Pasang kunci selot pintu / grendel pintu11.7.1 Bahan

1.000 Bh Kunci selot pintu / grendel pintu @ Rp 19,300.00 = Rp 19,300.00 Jumlah (1) = Rp 19,300.00



Jumlah (1) + (2) = Rp 41,020.00

11.8 1 bh Pasang kunci selot jendela/ grendel jendela11.8.1 Bahan

1.000 Bh Kunci selot jendela/grendel jendela @ Rp 21,000.00 = Rp 21,000.00 Jumlah (1) = Rp 21,000.00



Jumlah (1) + (2) = Rp 42,720.00

11.8 1 bh Pasang pegangan pintu / door holder11.8.1 Bahan

1.000 Bh Door holder @ Rp 225,000.00 = Rp 225,000.00 Jumlah (1) = Rp 225,000.00



Jumlah (1) + (2) = Rp 279,300.00

BIDANG BANGUNAN

14. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN

14.1 1 m² Mengikis / Mengerok permukaan cat tembok lama14.1.1 Bahan

0.050 kg Soda api @ Rp 16,600.00 = Rp 830.00 Jumlah (1) = Rp 830.00

14.1.2 Tenaga0.150 Org Pekerja @ Rp 80,000.00 = Rp 12,000.00


Jumlah (1) + (2) = Rp 13,130.00

14.1 1 m² Mencuci bidang permukaan tembok yang pernah di cat14.1.1 Bahan

0.050 kg Sabun @ Rp 5,000.00 = Rp 250.00 Jumlah (1) = Rp 250.00



Jumlah (1) + (2) = Rp 12,550.00

14.1 1 m² Mengerok karat cat lama permukaan baja dengan cara manual14.1.1 Bahan


BIDANG BANGUNAN



Jumlah (1) + (2) = Rp 12,550.00

14.1 1 m² Menyabun permukaan tembok lama14.1.1 Bahan




Jumlah (1) + (2) = Rp 12,550.00

14.1 1 m² Mengerok karat atau cat lama permukaan baja dengan pancar pasir (sanblasting) dengan

14.1.1 Bahan40.000 Kg Pasir silika @ = Rp -

10.000 Ltr BBM @ Rp 4,700.00 = Rp 47,000.00 Jumlah (1) = Rp 47,000.00

14.1.1 PeralatanHr Sewa kompresor,blasting pot, @ = Rp -

selang dan nozzle = Jumlah (2) = Rp -

14.1.2 Tenaga1.600 Org Pekerja @ Rp 80,000.00 = Rp 128,000.00 1.600 Org Tukang cat @ Rp 90,000.00 = Rp 144,000.00 0.800 Org Kepala tukang @ Rp 100,000.00 = Rp 80,000.00

0.5000 Org Mandor @ Rp 120,000.00 = Rp 60,000.00 Jumlah (2) = Rp 412,000.00

Jumlah (1) + (2) + (3) = Rp 459,000.00

14.1 1 m² Mendempul dan menggosok kayu14.1.1 Bahan

0.080 Kg Dempul jadi @ Rp 27,500.00 = Rp 2,200.00 0.020 Kg Minyak cat @ Rp 18,200.00 = Rp 364.00

1.000 lbr Kertas gosok @ Rp 3,500.00 = Rp 3,500.00 Jumlah (1) = Rp 6,064.00

14.1.2 Tenaga0.040 Org Pekerja @ Rp 80,000.00 = Rp 3,200.00 0.040 Org Tukang cat @ Rp 90,000.00 = Rp 3,600.00 0.004 Org Kepala tukang @ Rp 100,000.00 = Rp 400.00


Jumlah (1) + (2) = Rp 13,564.00

14.2 1 m² Pengecatan bidang kayu lama14.2.1 Bahan

0.150 Kg Plamir @ Rp 27,500.00 = Rp 4,125.00 0.170 Kg Cat dasar @ Rp 65,900.00 = Rp 11,203.00

0.170 Kg Cat penutup @ Rp 65,900.00 = Rp 11,203.00 Jumlah (1) = Rp 26,531.00

14.2.2 Tenaga

tingkat kebersihan Sa 2½

BIDANG BANGUNAN

0.070 Org Pekerja @ Rp 80,000.00 = Rp 5,600.00 0.075 Org Tukang cat @ Rp 90,000.00 = Rp 6,750.00

0.0075 Org Kepala tukang @ Rp 100,000.00 = Rp 750.00


Jumlah (1) + (2) = Rp 39,931.00

14.3 1 m² Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 2 Lapis cat penutup14.3.1 Bahan

0.200 Kg Cat meni @ Rp 27,500.00 = Rp 5,500.00 0.150 Kg Plamir @ Rp 27,500.00 = Rp 4,125.00 0.170 Kg Cat dasar @ Rp 65,900.00 = Rp 11,203.00

0.260 Kg Cat penutup 2 kali @ Rp 65,900.00 = Rp 17,134.00 Jumlah (1) = Rp 37,962.00

14.3.2 Tenaga0.070 Org Pekerja @ Rp 80,000.00 = Rp 5,600.00 0.009 Org Tukang cat @ Rp 90,000.00 = Rp 810.00 0.006 Org Kepala tukang @ Rp 100,000.00 = Rp 600.00


Jumlah (1) + (2) = Rp 45,272.00

14.4 1 m² Pengecatan bidang kayu baru ( 1 lapis plamir ), 1 lapis cat dasar, 3 lapis cat penutup.14.4.1 Bahan

0.200 Kg Cat meni @ Rp 27,500.00 = Rp 5,500.00 0.150 Kg Plamir @ Rp 27,500.00 = Rp 4,125.00 0.170 Kg Cat dasar @ Rp 65,900.00 = Rp 11,203.00

0.350 Kg Cat penutup 3 kali @ Rp 65,900.00 = Rp 23,065.00 Jumlah (1) = Rp 43,893.00



Jumlah (1) + (2) = Rp 59,643.00

14.5 1 m² Pelaburan bidang kayu dengan teak oil14.5.1 Bahan

0.360 Ltr Teak oil @ Rp 23,100.00 = Rp 8,316.00 Jumlah (1) = Rp 8,316.00



Jumlah (1) + (2) = Rp 23,786.00

14.6 1 m² Pelaburan bidang kayu dengan politur14.6.1 Bahan

0.150 Ltr Politur @ Rp 65,900.00 = Rp 9,885.00 0.372 Ltr Politur jadi @ Rp 65,900.00 = Rp 24,514.80

2.000 Lbr Amplas @ Rp 3,500.00 = Rp 7,000.00 Jumlah (1) = Rp 41,399.80

14.6.2 Tenaga- Org Pekerja @ Rp 80,000.00 =

0.060 Org Tukang cat @ Rp 90,000.00 = Rp 5,400.00 0.016 Org Kepala tukang @ Rp 100,000.00 = Rp 1,600.00


Jumlah (1) + (2) = Rp 48,699.80

14.7 1 m² Pelaburan bidang kayu dengan cat residu dan ter14.7.1 Bahan

BIDANG BANGUNAN

0.350 Ltr Residu atau ter @ Rp 18,500.00 = Rp 6,475.00 Jumlah (1) = Rp 6,475.00



Jumlah (1) + (2) = Rp 15,195.00

1 m² Pelaburan bidang kayu dengan vernis14.8.1 Bahan

0.150 Ltr Vernis @ Rp 23,800.00 = Rp 3,570.00 0.050 Kg Dempul @ Rp 27,500.00 = Rp 1,375.00 0.100 Lbr Ampelas @ Rp 3,500.00 = Rp 350.00

0.010 Bh Kuas @ Rp 15,400.00 = Rp 154.00 Jumlah (1) = Rp 5,449.00

14.8.1 Tenaga0.020 Org Pekerja @ Rp 80,000.00 = Rp 1,600.00 0.063 Org Tukang cat @ Rp 90,000.00 = Rp 5,670.00



Jumlah (1) + (2) = Rp 21,249.00

14.8 1 m² Pengecatan tembok baru ( 1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup )14.8.1 Bahan

0.100 Kg Plamir @ Rp 25,000.00 = Rp 2,500.00 0.100 Kg Cat dasar @ Rp 22,000.00 = Rp 2,200.00

0.260 Kg Cat penutup 2x @ Rp 22,000.00 = Rp 5,720.00 Jumlah (1) = Rp 10,420.00




Jumlah (1) + (2) = Rp 18,620.00

14.9 1 m² Pengecatan tembok lama ( 1 lapis cat dasar, 2 lapis cat penutup )14.9.1 Bahan

0.120 Kg Cat dasar @ Rp 22,000.00 = Rp 2,640.00

0.180 Kg Cat penutup 2x @ Rp 22,000.00 = Rp 3,960.00 Jumlah (1) = Rp 6,600.00




Jumlah (1) + (2) = Rp 13,340.00

1 m² Melabur tembok dengan kalkarium14.10.1 Bahan

0.100 Kg Kalkarium @ = Rp - Jumlah (1) = Rp -

14.10.2 Tenaga0.040 Org Pekerja @ Rp 80,000.00 = Rp 3,200.00 0.005 Org Tukang cat @ Rp 90,000.00 = Rp 450.00



Jumlah (1) + (2) = Rp 4,000.00

1 m² Pemasangan Wall Paper14.10.1 Bahan

1.200 m2 Wall paper @ = Rp -

BIDANG BANGUNAN

0.200 Kg Perekat @ Rp 15,000.00 = Rp 3,000.00 Jumlah (1) = Rp 3,000.00



Jumlah (1) + (2) = Rp 23,100.00

14.10 1 m² Pegecatan permukaan baja dengan meni besi14.10.1 Bahan

0.100 Kg Meni besi @ Rp 35,900.00 = Rp 3,590.00

0.010 Bh Kuas @ Rp 15,400.00 = Rp 154.00 Jumlah (1) = Rp 3,744.00



Jumlah (1) + (2) = Rp 26,544.00

BIDANG BANGUNAN

1 m² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 4 lapis catkonvensional dengan tebal 200 um14.11.1 Bahan

0.100 Kg Meni (read lead) A @ = Rp - 0.100 Kg Meni (read lead) B @ = Rp - 0.040 Kg Aluminium C @ = Rp - 0.040 Kg Aluminium B @ = Rp - 0.010 Ltr Pengencer @ = Rp -

0.002 M³ Perancah kayu @ = Rp - Jumlah (1) = Rp -

14.11.2 Tenaga0.006 Org Pekerja @ Rp 80,000.00 = Rp 480.00 0.006 Org Tukang cat @ Rp 90,000.00 = Rp 540.00

0.0225 Org Kepala tukang @ Rp 100,000.00 = Rp 2,250.00


Jumlah (1) + (2) = Rp 4,170.00

1 m² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 1 lapis catmutakhir dengan tebal 200 um14.11.1 Bahan

0.300 Kg Cat @ = Rp - Jumlah (1) = Rp -

14.11.2 Tenaga0.006 Org Pekerja @ Rp 80,000.00 = Rp 480.00 0.060 Org Tukang cat @ Rp 90,000.00 = Rp 5,400.00



Jumlah (1) + (2) = Rp 7,800.00

1 m² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 3 lapis catkonvensional dengan tebal 200 um14.11.1 Bahan 0.110 Kg Cat dasar @ = Rp - 0.170 Kg Cat antara @ = Rp -

0.080 Kg Cat penutup @ = Rp - Jumlah (1) = Rp -



Jumlah (1) + (2) = Rp 166,000.00

1 m² Pengecatan permukaan baja lapis seng (galbani) secara semprot (airless spray) dengansistem 1 lapis cat dasar mutakhir dengan tebal 200 um14.11.1 Bahan

0.300 Kg Cat dasar @ = Rp - Jumlah (1) = Rp -



Jumlah (1) + (2) = Rp 139,000.00

14.11 1 m² Pengecatan permukaan baja dengan meni besi dan perancah14.11.1 Bahan

0.100 Kg Meni besi @ Rp 35,900.00 = Rp 3,590.00 0.010 Bh Kuas @ Rp 3,500.00 = Rp 35.00

0.002 M³ Perancah kayu @ Rp 58,800.00 = Rp 117.60

BIDANG BANGUNAN

Jumlah (1) = Rp 3,742.60 14.11.2 Tenaga

0.250 Org Pekerja @ Rp 80,000.00 = Rp 20,000.00 0.225 Org Tukang cat @ Rp 90,000.00 = Rp 20,250.00



Jumlah (1) + (2) = Rp 47,142.60

BIDANG BANGUNAN

10.6 Membuat 1 m² pintu besi plat baja tebal 2 mm rangkap, rangka baja siku10.6.1 Bahan

3.100 Kg Besi beton polos @ Rp 8,600.00 = Rp 26,660.00

0.050 Kg Kawat las @ Rp 33,900.00 = Rp 1,695.00 Jumlah (1) = Rp 28,355.00

10.6.2 Tenaga1.050 Org Tukang besi @ Rp 90,000.00 = Rp 94,500.00 1.050 Org Pekerja @ Rp 80,000.00 = Rp 84,000.00 0.105 Org Kepala tukang @ Rp 100,000.00 = Rp 10,500.00


Jumlah (1) + (2) = Rp 223,595.00

BIDANG BANGUNAN

13. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI

13.1 1 m² Pasang lantai ubin pc abu - abu ukuran 40 x 40 cm

13.1.1 Bahan

6.630 Bh Ubin abu - abu @ Rp - = Rp -

9.800 Kg Semen portland @ Rp 1,450.00 = Rp 14,210.00

0.045 M³ Pasir pasang @ Rp 134,800.00 = Rp 6,066.00

Jumlah (1) = Rp 20,276.00

13.1.2 Tenaga

0.250 Org Pekerja @ Rp 80,000.00 = Rp 20,000.00

0.120 Org Tukang batu @ Rp 90,000.00 = Rp 10,800.00


0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 33,560.00

Jumlah (1) + (2) = Rp 53,836.00


13.1.1 Bahan

1.000 m2 Ubin abu - abu @ #REF! = #REF!



Jumlah (1) = #REF!

13.1.2 Tenaga

0.260 Org Pekerja @ Rp 80,000.00 = Rp 20,800.00



0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 34,910.00

Jumlah (1) + (2) = #REF!


13.1.1 Bahan

1.060 m2 Ubin abu - abu @ #REF! = #REF!



Jumlah (1) = #REF!

13.1.2 Tenaga

0.270 Org Pekerja @ Rp 80,000.00 = Rp 21,600.00



0.014 Org Mandor @ Rp 120,000.00 = Rp 1,680.00

Jumlah (2) = Rp 47,980.00

Jumlah (1) + (2) = #REF!


13.1.1 Bahan

1.000 m2 Ubin abu - abu 20 x 20 cm @ #REF! = #REF!



Jumlah (1) = #REF!

13.1.2 Tenaga

0.260 Org Pekerja @ Rp 80,000.00 = Rp 20,800.00



0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 34,860.00

BIDANG BANGUNAN

Jumlah (1) + (2) = #REF!

13.2 1 m² Pasang lantai ubin warna ukuran 40 x 40 cm

13.2.1 Bahan

6.630 bh Ubin warna @ = Rp -



1.300 Kg Semen warna @ Rp 15,000.00 = Rp 19,500.00

Jumlah (1) = Rp 39,776.00

13.2.2 Tenaga

0.250 Org Pekerja @ Rp 80,000.00 = Rp 20,000.00



0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 33,560.00

Jumlah (1) + (2) = Rp 73,336.00


13.2.1 Bahan

11.870 bh Ubin warna 30 x 30 cm @ = Rp -




Jumlah (1) = Rp 43,066.00

13.2.2 Tenaga

0.260 Org Pekerja @ Rp 80,000.00 = Rp 20,800.00



0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 34,910.00

Jumlah (1) + (2) = Rp 77,976.00

BIDANG BANGUNAN


13.3.1 Bahan

26.500 bh Ubin warna 20 x 20 cm @ Rp - = Rp -




Jumlah (1) = Rp 45,446.00

13.3.1 Tenaga

0.270 Org Pekerja @ Rp 80,000.00 = Rp 21,600.00



0.014 Org Mandor @ Rp 120,000.00 = Rp 1,620.00

Jumlah (2) = Rp 36,220.00

Jumlah (1) + (2) = Rp 81,666.00

13.4 1 m² Pasang lantai ubin teraso ukuran 40 x 40 cm

13.4.1 Bahan

6.630 bh Ubin teraso @ Rp - = Rp -




Jumlah (1) = Rp 39,776.00

13.4.2 Tenaga

0.250 Org Pekerja @ Rp 80,000.00 = Rp 20,000.00



0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 33,560.00

Jumlah (1) + (2) = Rp 73,336.00

13.4 1 m² Pasang lantai ubin teraso ukuran 30 x 30 cm

13.4.1 Bahan

11.870 bh Ubin teraso 30 x 30 cm @ = Rp -




Jumlah (1) = Rp 43,066.00

13.4.2 Tenaga

0.260 Org Pekerja @ Rp 80,000.00 = Rp 20,800.00



0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 34,910.00

Jumlah (1) + (2) = Rp 77,976.00

13.5 1 m² Pasang lantai ubin granito ukuran 40 x 40 cm

13.5.1 Bahan

6.630 bh Ubin granito @ = Rp -




Jumlah (1) = Rp 39,776.00

13.5.2 Tenaga

0.250 Org Pekerja @ Rp 80,000.00 = Rp 20,000.00



BIDANG BANGUNAN

0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 33,560.00

Jumlah (1) + (2) = Rp 73,336.00

13.5 1 m² Pasang lantai ubin granito ukuran 30 x 30 cm

13.5.1 Bahan

11.870 bh Ubin granito 30 x 30 cm @ = Rp -




Jumlah (1) = Rp 43,066.00

13.5.2 Tenaga

0.260 Org Pekerja @ Rp 80,000.00 = Rp 20,800.00



0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 34,860.00

Jumlah (1) + (2) = Rp 77,926.00

13.6 1 m² Pasang lantai ubin teralux ukuran 40 x 40 cm

13.6.1 Bahan

6.630 bh Ubin teralux kerang @ = Rp -




Jumlah (1) = Rp 39,776.00

13.6.2 Tenaga

0.250 Org Pekerja @ Rp 80,000.00 = Rp 20,000.00



0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 33,660.00

Jumlah (1) + (2) = Rp 73,436.00

BIDANG BANGUNAN

13.6 1 m² Pasang lantai ubin teralux ukuran 30 x 30 cm

13.6.1 Bahan

11.870 bh Ubin teralux kerang @ = Rp -




Jumlah (1) = Rp 43,066.00

13.6.2 Tenaga

0.260 Org Pekerja @ Rp 80,000.00 = Rp 20,800.00



0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 34,910.00

Jumlah (1) + (2) = Rp 77,976.00

13.6 1 m² Pasang lantai ubin teralux marmer ukuran 60 x 60 cm

13.6.1 Bahan

3.100 bh Ubin teralux marmer @ = Rp -




Jumlah (1) = Rp 42,486.00

13.6.2 Tenaga

0.250 Org Pekerja @ Rp 80,000.00 = Rp 20,000.00



0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 33,560.00

Jumlah (1) + (2) = Rp 76,046.00


13.6.1 Bahan





Jumlah (1) = Rp 39,776.00

13.6.2 Tenaga

0.250 Org Pekerja @ Rp 80,000.00 = Rp 20,000.00



0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 33,560.00

Jumlah (1) + (2) = Rp 73,336.00


13.6.1 Bahan





Jumlah (1) = Rp 43,066.00

13.6.2 Tenaga

0.260 Org Pekerja @ Rp 80,000.00 = Rp 20,800.00



BIDANG BANGUNAN

0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00

Jumlah (2) = Rp 34,910.00

Jumlah (1) + (2) = Rp 77,976.00

13.7 1 m' Pasang plint ubin pc abu - abu ukuran 15 x 20 cm

13.7.1 Bahan

5.300 bh Plint ubin 15 x 20 cm @ = Rp -


0.004 M³ Pasir pasang @ Rp 134,800.00 = Rp 539.20

Jumlah (1) = Rp 2,931.70

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 19,731.70


13.7.1 Bahan




Jumlah (1) = Rp 2,202.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 19,002.40


13.7.1 Bahan




Jumlah (1) = Rp 2,202.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 19,002.40

13.7 1 m' Pasang plint ubin pc warna ukuran 10 x 20 cm

13.7.1 Bahan

5.300 bh Plint ubin PC warna @ = Rp -




Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



BIDANG BANGUNAN

0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40


13.7.1 Bahan

3.530 bh Plint ubin PC warna @ Rp - = Rp -




Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40


13.7.1 Bahan

2.650 bh Plint ubin PC warna @ = Rp -




Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40

13.7 1 m' Pasang plint ubin teraso ukuran 10 x 30 cm

13.7.1 Bahan

3.530 bh Plint ubin teraso @ = Rp -




Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40

13.7 1 m' Pasang plint ubin teraso ukuran 10 x 40 cm

13.7.1 Bahan

2.650 bh Plint ubin teraso @ = Rp -




Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

BIDANG BANGUNAN

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40

13.7 1 m' Pasang plint ubin granit ukuran 10 x 40 cm

13.7.1 Bahan

2.650 bh Plint ubin granit @ = Rp -




Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40

13.7 1 m' Pasang plint ubin granit ukuran 10 x 30 cm

13.7.1 Bahan

3.530 bh Plint ubin granit @ = Rp -




Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40

13.7 1 m' Pasang plint ubin teralux kerang ukuran 10 x 40 cm

13.7.1 Bahan

2.650 bh Plint ubin teralux kerang @ = Rp -




Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40

13.7 1 m' Pasang plint ubin teralux kerang ukuran 10 x 30 cm

13.7.1 Bahan

3.530 bh Plint ubin teralux kerang @ = Rp -



BIDANG BANGUNAN


Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40

13.7 1 m' Pasang plint ubin teralux marmer ukuran 10 x 60 cm

13.7.1 Bahan

1.700 bh Plint ubin teralux marmer @ = Rp -




Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40


13.7.1 Bahan





Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40


13.7.1 Bahan





Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 20,357.40

13.7 1 m2 Pasang lantai teraso cor ditempat, tebal 3 cm

13.7.1 Bahan

BIDANG BANGUNAN

0.036 m3 Bahan teraso cor @ Rp - = Rp -

Jumlah (1) = Rp -

13.7.2 Tenaga

0.360 Org Pekerja @ Rp 80,000.00 = Rp 28,800.00



0.018 Org Mandor @ Rp 120,000.00 = Rp 2,160.00

Jumlah (2) = Rp 48,960.00

Jumlah (1) + (2) = Rp 48,960.00

13.7 1 m2 Pasang lantai teralux cor ditempat, tebal 3 cm

13.7.1 Bahan

0.0036 m3 Bahan teralux cor @ Rp - = Rp -

Jumlah (1) = Rp -

13.7.2 Tenaga

0.900 Org Pekerja @ Rp 80,000.00 = Rp 72,000.00



0.0045 Org Mandor @ Rp 120,000.00 = Rp 540.00

Jumlah (2) = Rp 81,540.00

Jumlah (1) + (2) = Rp 81,540.00

13.12 1 m² Pasang ubin tahan asam

13.12.1 Bahan

1.050 m2 Semen portland @ Rp 1,450.00 = Rp 1,522.50

14.140 Kg Pasir pasang @ Rp 134,800.00 = Rp 1,906,072.00

0.040 m3 Semen warna @ Rp 15,000.00 = Rp 600.00

Jumlah (1) = Rp 1,908,194.50

13.12.2 Tenaga

0.270 Org Pekerja @ Rp 80,000.00 = Rp 21,600.00



0.0135 Org Mandor @ Rp 120,000.00 = Rp 1,620.00

Jumlah (2) = Rp 38,220.00

Jumlah (1) + (2) = Rp 1,946,414.50

13.12 1 m² Pasang lantai keramik artistik ukuran 10 x 20 cm

13.12.1 Bahan

53.000 bh Ubin keramik artistik 10 x 20 cm @ = Rp -




Jumlah (1) = Rp 59,191.50

13.12.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 88,200.00

Jumlah (1) + (2) = Rp 147,391.50

13.12 1 m² Pasang lantai keramik artistik ukuran 10 x 10 cm atau ( 5 x 20 ) cm

13.12.1 Bahan

106.000 bh Ubin keramik artistik @ = Rp -




BIDANG BANGUNAN

Jumlah (1) = Rp 65,941.50

13.12.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 88,200.00

Jumlah (1) + (2) = Rp 154,141.50

13.12 1 m² Pasang lantai keramik ukuran ( 33 x 33 ) cm

13.12.1 Bahan

10.000 bh Ubin keramik @ = Rp -




Jumlah (1) = Rp 42,241.50

13.12.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 88,200.00

Jumlah (1) + (2) = Rp 130,441.50

13.12 1 m² Pasang lantai keramik ukuran ( 30 x 30 ) cm

13.12.1 Bahan





Jumlah (1) = Rp 43,066.00

13.12.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 88,200.00

Jumlah (1) + (2) = Rp 131,266.00

13.14 1 m² Pasang lantai keramik 20 x 20 cm

13.14.1 Bahan

26.500 bh Ubin keramik 20 x 20 cm @ = Rp -




Jumlah (1) = Rp 45,446.00

13.14.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 88,200.00

Jumlah (1) + (2) = Rp 133,646.00

13.14 1 m² Pasang lantai keramik ukuran (10 x 33) cm, variasi / border

13.14.1 Bahan


BIDANG BANGUNAN




Jumlah (1) = Rp 85,826.00

13.14.2 Tenaga

0.930 Org Pekerja @ Rp 80,000.00 = Rp 74,400.00



0.047 Org Mandor @ Rp 120,000.00 = Rp 5,640.00

Jumlah (2) = Rp 132,590.00

Jumlah (1) + (2) = Rp 218,416.00

13.14 1 m² Pasang lantai mosaik ukuran (30 x 30) cm, campuran spesi 1 PC : 3 PP

13.14.1 Bahan

11.870 bh Mosaik @ Rp - = Rp -




Jumlah (1) = Rp 55,774.70

13.14.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 88,200.00

Jumlah (1) + (2) = Rp 143,974.70

13.7 1 m' Pasang plint keramik ukuran 10 x 20 cm

13.7.1 Bahan

5.300 bh Plint keramik artistik @ = Rp -



0.025 Kg Semen warna @ Rp 15,000.00 = Rp 375.00

Jumlah (1) = Rp 2,432.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 19,232.40


13.7.1 Bahan





Jumlah (1) = Rp 2,807.40

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 19,607.40

BIDANG BANGUNAN


13.7.1 Bahan


0.570 Kg Semen portland @ Rp 1,450.00 = Rp 826.50



Jumlah (1) = Rp 1,223.70

13.7.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.005 Org Mandor @ Rp 120,000.00 = Rp 600.00

Jumlah (2) = Rp 16,800.00

Jumlah (1) + (2) = Rp 18,023.70

13.7

13.7.1 Bahan

5.300 bh Internal cove @ = Rp -




Jumlah (1) = Rp 3,557.40

13.7.2 Tenaga

0.750 Org Pekerja @ Rp 80,000.00 = Rp 60,000.00



0.038 Org Mandor @ Rp 120,000.00 = Rp 4,560.00

Jumlah (2) = Rp 109,560.00

Jumlah (1) + (2) = Rp 113,117.40

13.19 1 m² Pasang lantai marmer ukuran ( 100 x 100 ) cm

13.19.1 Bahan

1.060 bh Marmer @ Rp - = Rp -




Jumlah (1) = Rp 27,691.50

13.19.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 88,200.00

Jumlah (1) + (2) = Rp 115,891.50

13.22 1 m² Pasang lantai karpet

13.22.1 Bahan

1.050 m2 Carpet @ Rp - = Rp -

0.350 Kg Lem vinyl @ Rp - = Rp -

Jumlah (1) = Rp -

13.22.2 Tenaga

0.170 Org Pekerja @ Rp 80,000.00 = Rp 13,600.00



0.0085 Org Mandor @ Rp 120,000.00 = Rp 1,020.00

Jumlah (2) = Rp 31,620.00

Jumlah (1) + (2) = Rp 31,620.00

1 m' Pasang plint internal cove artistik ukuran ( 5 x 5 x 20 ) cm

BIDANG BANGUNAN

13.22

13.22.1 Bahan

1.050 m2 Underlayer / rubber corrugated @ Rp - = Rp -

0.350 Kg Lem @ Rp - = Rp -

Jumlah (1) = Rp -

13.22.2 Tenaga

0.120 Org Pekerja @ Rp 80,000.00 = Rp 9,600.00



0.006 Org Mandor @ Rp 120,000.00 = Rp 720.00

Jumlah (2) = Rp 22,320.00

Jumlah (1) + (2) = Rp 22,320.00

13.22 1 m² Pasang lantai parquet

13.22.1 Bahan

1.050 m2 Parquet @ Rp - = Rp -

0.600 Kg Lem @ Rp - = Rp -

Jumlah (1) = Rp -

13.22.2 Tenaga

0.650 Org Pekerja @ Rp 80,000.00 = Rp 52,000.00



0.033 Org Mandor @ Rp 120,000.00 = Rp 3,960.00

Jumlah (2) = Rp 90,960.00

Jumlah (1) + (2) = Rp 90,960.00

13.22 1 m² Pasang lantai kayu ( Gymfloor )

13.22.1 Bahan

1.050 m2 Gymfloor @ Rp - = Rp -

0.600 Kg Lem @ Rp - = Rp -

Jumlah (1) = Rp -

13.22.2 Tenaga

0.650 Org Pekerja @ Rp 80,000.00 = Rp 52,000.00



0.033 Org Mandor @ Rp 120,000.00 = Rp 3,960.00

Jumlah (2) = Rp 90,960.00

Jumlah (1) + (2) = Rp 90,960.00

13.23 1 m² Pasang dinding porselin 11 x 11 cm, putih

13.23.1 Bahan

86.000 bh Porselin 11 x 11 cm @ Rp - = Rp -

9.300 Kg Semen abu - abu @ Rp 1,450.00 = Rp 13,485.00


1.500 Kg Semen warna Rp 15,000.00 = Rp 22,500.00

Jumlah (1) = Rp -

13.23.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 103,200.00

Jumlah (1) + (2) = Rp 103,200.00

13.23 1 m² Pasang dinding porselin 10 x 20 cm

13.23.1 Bahan

1 m² Pasang underlayer

BIDANG BANGUNAN

53.000 bh Porselin @ Rp - = Rp -




Jumlah (1) = Rp -

13.23.2 Tenaga

0.600 Org Pekerja @ Rp 80,000.00 = Rp 48,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 96,600.00

Jumlah (1) + (2) = Rp 96,600.00

13.23 1 m² Pasang dinding porselin 20x 20 cm

13.23.1 Bahan

26.500 bh Porselin @ Rp - = Rp -




Jumlah (1) = Rp -

13.23.2 Tenaga

0.600 Org Pekerja @ Rp 80,000.00 = Rp 48,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 96,600.00

Jumlah (1) + (2) = Rp 96,600.00

13.23 1 m² Pasang dinding keramik artistik ukuran ( 10 x 20 ) cm

13.23.1 Bahan

53.000 bh Keramik artistik @ Rp - = Rp -




Jumlah (1) = Rp -

13.23.2 Tenaga

0.600 Org Pekerja @ Rp 80,000.00 = Rp 48,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 96,600.00

Jumlah (1) + (2) = Rp 96,600.00


13.23.1 Bahan





Jumlah (1) = Rp -

13.23.2 Tenaga

0.600 Org Pekerja @ Rp 80,000.00 = Rp 48,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 96,600.00

Jumlah (1) + (2) = Rp 96,600.00

BIDANG BANGUNAN


13.23.1 Bahan





Jumlah (1) = Rp -

13.23.2 Tenaga

0.600 Org Pekerja @ Rp 80,000.00 = Rp 48,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 96,600.00

Jumlah (1) + (2) = Rp 96,600.00

13.23 1 m² Pasang dinding keramik ukuran ( 10 x 20 ) cm

13.23.1 Bahan

53.000 bh Keramik @ Rp - = Rp -




Jumlah (1) = Rp -

13.23.2 Tenaga

0.600 Org Pekerja @ Rp 80,000.00 = Rp 48,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 96,600.00

Jumlah (1) + (2) = Rp 96,600.00

13.23 1 m² Pasang dinding keramik ukuran ( 20 x 20 ) cm

13.23.1 Bahan

26.500 bh Keramik @ Rp - = Rp -




Jumlah (1) = Rp -

13.23.2 Tenaga

0.600 Org Pekerja @ Rp 80,000.00 = Rp 48,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 96,600.00

Jumlah (1) + (2) = Rp 96,600.00

13.23 1 m² Pasang dinding marmer ukuran ( 100 x 100 ) cm

13.23.1 Bahan

1.020 m2 Marmer @ Rp - = Rp -

2.000 bh Paku 12 cm @ Rp - = Rp -




Jumlah (1) = Rp 29,760.00

13.23.2 Tenaga

0.720 Org Pekerja @ Rp 80,000.00 = Rp 57,600.00


BIDANG BANGUNAN


0.035 Org Mandor @ Rp 120,000.00 = Rp 4,200.00

Jumlah (2) = Rp 126,800.00

Jumlah (1) + (2) = Rp 156,560.00

13.23 1 m² Pasang dinding bata pelapis ukuran ( 3x7x24 ) cm

13.23.1 Bahan

63.000 bh Bata pelapis dinding @ Rp - = Rp -




Jumlah (1) = #REF!

13.23.2 Tenaga

0.650 Org Pekerja @ Rp 80,000.00 = Rp 52,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 105,600.00

Jumlah (1) + (2) = #REF!

13.23 1 m² Pasang dinding batu paras

13.23.1 Bahan

1.100 m2 Batu paras @ Rp 206,300.00 = Rp 226,930.00



Jumlah (1) = Rp 10,300.00

13.23.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 88,200.00

Jumlah (1) + (2) = Rp 98,500.00

13.23 1 m² Pasang dinding batu tempel hitam

13.23.1 Bahan

1.100 m2 Batu tempel hitam @ Rp 206,300.00 = Rp 226,930.00

11.750 Kg Semen abu - abu @ Rp 173,300.00 = Rp 2,036,275.00


Jumlah (1) = Rp -

13.23.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 88,200.00

Jumlah (1) + (2) = Rp 88,200.00

13.22 1 m² Pasang lantai vinyl ukuran ( 30x30 ) cm KL I

13.22.1 Bahan

11.870 bh Vinyl @ Rp - = Rp -


Jumlah (1) = Rp -

13.22.2 Tenaga

0.150 Org Pekerja @ Rp 80,000.00 = Rp 12,000.00

0.150 Org Tukang @ Rp 90,000.00 = Rp 13,500.00


BIDANG BANGUNAN

0.008 Org Mandor @ Rp 120,000.00 = Rp 960.00

Jumlah (2) = Rp 27,960.00

Jumlah (1) + (2) = Rp 27,960.00

13.22 1 m² Pasang wallpaper, lebar 50 cm

13.22.1 Bahan

2.200 m Wall paper @ Rp - = Rp -

0.250 Kg Lem @ Rp 15,000.00 = Rp 3,750.00

Jumlah (1) = Rp 3,750.00

13.22.2 Tenaga

0.750 Org Pekerja @ Rp 80,000.00 = Rp 60,000.00

0.170 Org Tukang @ Rp 90,000.00 = Rp 15,300.00


0.004 Org Mandor @ Rp 120,000.00 = Rp 480.00

Jumlah (2) = Rp 77,480.00

Jumlah (1) + (2) = Rp 81,230.00

13.22 1 m² Pasang Floorhardener

13.22.1 Bahan

5.000 Kg Floor hardener @ Rp - = Rp -

Jumlah (1) = Rp -

13.22.2 Tenaga

0.120 Org Pekerja @ Rp 80,000.00 = Rp 9,600.00

0.120 Org Tukang @ Rp 90,000.00 = Rp 10,800.00


0.006 Org Mandor @ Rp 120,000.00 = Rp 720.00

Jumlah (2) = Rp 22,320.00

Jumlah (1) + (2) = Rp 22,320.00

13.22 1 m' Pasang plint vinyl karet ukuran ( 30x30 ) cm dengan perekat

13.22.1 Bahan

1.760 bh Vinyl @ Rp - = Rp -


Jumlah (1) = Rp -

13.22.2 Tenaga

0.080 Org Pekerja @ Rp 80,000.00 = Rp 6,400.00

0.080 Org Tukang @ Rp 90,000.00 = Rp 7,200.00


0.004 Org Mandor @ Rp 120,000.00 = Rp 480.00

Jumlah (2) = Rp 14,880.00

Jumlah (1) + (2) = Rp 14,880.00

13.22 1 m' Pasang plint kayu kelas II ukuran ( 2x10 ) cm

13.22.1 Bahan

0.003 m3 Papan kayu kelas II @ Rp 11,080,500.00 = Rp 33,241.50

0.050 Kg Paku skrup 5 cm @ Rp 17,200.00 = Rp 860.00

Jumlah (1) = Rp 34,101.50

13.22.2 Tenaga

0.120 Org Pekerja @ Rp 80,000.00 = Rp 9,600.00

0.120 Org Tukang kayu @ Rp 90,000.00 = Rp 10,800.00


0.006 Org Mandor @ Rp 120,000.00 = Rp 720.00

Jumlah (2) = Rp 22,320.00

Jumlah (1) + (2) = Rp 56,421.50

13.8 1 m² Pasang lantai keramik artistik 10 x 10 cm

13.8.1 Bahan

BIDANG BANGUNAN

1.000 m2 Ubin keramik artistik 10 x 10 cm @ Rp - = Rp -

11.380 Kg Semen portland @ #REF! = #REF!



Jumlah (1) = #REF!

13.8.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 88,200.00

Jumlah (1) + (2) = #REF!

13.9 1 m' Pasang plint keramik artistik 10 x 20 cm

13.9.1 Bahan

1.00 M' Plint keramik artistik 10 x 20 cm @ Rp 10,300.00 = Rp 10,300.00




Jumlah (1) = Rp 14,623.86

13.9.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.0045 Org Mandor @ Rp 120,000.00 = Rp 540.00

Jumlah (2) = Rp 16,740.00

Jumlah (1) + (2) = Rp 31,363.86


13.10.1 Bahan

1.00 M' Plint keramik artistik 10 x 10 cm @ Rp - = Rp -




Jumlah (1) = Rp -

13.10.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00



0.0045 Org Mandor @ Rp 120,000.00 = Rp 540.00

Jumlah (2) = Rp 16,740.00

Jumlah (1) + (2) = Rp 16,740.00


13.11.1 Bahan

1.00 M' Plint keramik artistik 5 x 20 cm @ Rp 22,000.00 = Rp 22,000.00




Jumlah (1) = Rp -

13.11.2 Tenaga

0.090 Org Pekerja @ Rp 80,000.00 = Rp 7,200.00


BIDANG BANGUNAN


0.0045 Org Mandor @ Rp 120,000.00 = Rp 540.00

Jumlah (2) = Rp 16,740.00

Jumlah (1) + (2) = Rp 16,740.00


13.13.1 Bahan

1.000 m2 Ubin keramik 15 x 15 cm @ Rp 49,900.00 = Rp 49,900.00




Jumlah (1) = Rp 94,562.60

13.13.2 Tenaga

0.150 Org Pekerja @ Rp 80,000.00 = Rp 12,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 35,300.00

Jumlah (1) + (2) = Rp 129,862.60


13.15.1 Bahan

1.000 m2 Ubin keramik 25 x 25 cm @ #REF! = #REF!




Jumlah (1) = Rp -

13.15.2 Tenaga

0.150 Org Pekerja @ Rp 80,000.00 = Rp 12,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 33,950.00

Jumlah (1) + (2) = Rp 33,950.00


13.16.1 Bahan





Jumlah (1) = Rp 94,562.60

13.16.2 Tenaga

0.150 Org Pekerja @ Rp 80,000.00 = Rp 12,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 35,300.00

Jumlah (1) + (2) = Rp 129,862.60

13.17 1 m² Pasang lantai keramik 30 x 30 cm ( Polos )

13.17.1 Bahan





Jumlah (1) = Rp 89,662.60

13.17.1 Tenaga

BIDANG BANGUNAN

0.150 Org Pekerja @ Rp 80,000.00 = Rp 12,000.00



0.030 Org Mandor @ Rp 120,000.00 = Rp 3,600.00

Jumlah (2) = Rp 33,500.00

Jumlah (1) + (2) = Rp 123,162.60

13.18 1 m² Pasang lantai mosaik 30 x 30 cm, Motif

13.18.1 Bahan

1.000 m2 Mosaik 30 x 30 cm @ Rp 46,200.00 = Rp 46,200.00




Jumlah (1) = Rp 101,974.70

13.18.2 Tenaga

0.620 Org Pekerja @ Rp 80,000.00 = Rp 49,600.00


BIDANG BANGUNAN

8.9 1 m² Langit - langit asbes (1,00 x 1,00)m, Tebal 4 mm, rangka Meranti8.9.1 Bahan

0.012 M³ Kayu meranti, balok @ Rp 5,210,000.00 = Rp 62,520.00 0.060 Kg Paku biasa @ Rp 17,200.00 = Rp 1,032.00

1.100 Lbr Asbes 1,00 x 1,00 m @ Rp 18,100.00 = Rp 19,910.00 Jumlah (1) = Rp 83,462.00



Jumlah (1) + (2) = Rp 130,942.00

8.10 1 m² Langit - langit plywood 4 mm + rangka kayu Meranti8.10.1 Bahan

0.023 M³ Kayu meranti balok @ Rp 5,210,000.00 = Rp 119,830.00 0.060 Kg Paku biasa 2" - 5" @ Rp 17,200.00 = Rp 1,032.00

0.390 Lbr Plywood 4' x 8' x 4 mm @ #REF! = #REF! Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

8.11 1 m² Langit - langit gypsum board, tebal 9 mm8.11.1 Bahan

0.364 Lbr Gypsum board (120 x 240 x 9) mm @ Rp 69,100.00 = Rp 25,152.40

0.110 Kg Paku / Paku skrup @ Rp 17,200.00 = Rp 1,892.00 Jumlah (1) = Rp 27,044.40

8.11.2 Tenaga0.100 Org Pekerja @ Rp 80,000.00 = Rp 8,000.00 0.050 Org Tukang kayu @ Rp 90,000.00 = Rp 4,500.00 0.005 Org Kepala tukang @ Rp 100,000.00 = Rp 500.00


Jumlah (1) + (2) = Rp 40,644.40

8.12 1 m' List Gypsum8.12.1 Bahan

1.100 m List Gypsum @ Rp 25,000.00 = Rp 27,500.00

0.010 Kg Paku @ Rp 17,200.00 = Rp 172.00 Jumlah (1) = Rp 27,672.00



Jumlah (1) + (2) = Rp 33,632.00

8.13 1 m² Langit - langit gypsum board, tebal 9 mm + Rangka kayu meranti8.13.1 Bahan

0.364 Lbr Gypsum board (120 x 240 x 9) mm @ Rp 69,100.00 = Rp 25,152.40 0.170 Kg Paku / Paku skrup @ Rp 17,200.00 = Rp 2,924.00

0.012 M³ Kayu meranti, balok @ Rp 5,210,000.00 = Rp 62,520.00 Jumlah (1) = Rp 90,596.40



Jumlah (1) + (2) = Rp 125,496.40

8.14 1 m² Langit - langit gypsum board, tebal 9 mm + Rangka Metalfuring8.14.1 Bahan

0.364 Lbr Gypsum board (120 x 240 x 9) mm @ Rp 69,100.00 = Rp 25,152.40 1.000 m2 Metalfuring @ Rp 30,000.00 = Rp 30,000.00

BIDANG BANGUNAN

20.000 % Accessories = Rp 6,000.00 Jumlah (1) = Rp 61,152.40



Jumlah (1) + (2) = Rp 148,752.40

BIDANG BANGUNAN

6. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP

6.1 1 m² Pasang Genteng pelentong kecil6.1.1 Bahan

25.000 Bh Genteng pelentong @ = Rp - Jumlah (1) = Rp -



Jumlah (1) + (2) = Rp 20,510.00

6.1 1 m² Pasang Genting lokal model Karangpilang ( Kodok )6.1.1 Bahan

25.000 Bh Genteng kodok @ Rp 2,100.00 = Rp 52,500.00 Jumlah (1) = Rp 52,500.00



Jumlah (1) + (2) = Rp 73,010.00

6.1 1 m² Pasang Genteng pelentong / super6.1.1 Bahan

12.000 Bh Genteng pelentong super @ Rp - = Rp - Jumlah (1) = Rp -



Jumlah (1) + (2) = Rp 18,960.00

6.2 1 m² Pasang genteng Karang Pilang 6.2.1 Bahan

23.000 Bh Genteng Karang Pilang ( Bambe ) @ Rp 4,400.00 = Rp 101,200.00 Jumlah (1) = Rp 101,200.00



Jumlah (1) + (2) = Rp 120,160.00

6.3 1 m² Pasang genteng Keramik / Glazzur

BIDANG BANGUNAN

6.3.1 Bahan

14.000 Bh Genting keramik @ Rp 10,500.00 = Rp 147,000.00 Jumlah (1) = Rp 147,000.00



Jumlah (1) + (2) = Rp 165,960.00

6.4 1 m' Pasang Bubungan lokal model Karangpilang ( Kodok )6.4.1 Bahan

5.000 Bh Genteng bubung lokal model Kr.Pilang @ Rp 5,200.00 = Rp 26,000.00 8.000 Kg Semen portland @ #REF! = #REF!

0.032 M³ Pasir pasang @ Rp 134,800.00 = Rp 4,313.60 Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

BIDANG BANGUNAN

5. ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU

5.1. Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu jati 5.1.1 Bahan

1.100 M³ Balok kayu jati @ Rp 14,300,000.00 = Rp 15,730,000.00 1.250 Kg Paku 10 cm @ Rp 17,200.00 = Rp 21,500.00

1.000 Kg Lem kayu @ Rp 15,000.00 = Rp 15,000.00 Jumlah (1) = Rp 15,766,500.00

5.1.2. Tenaga6.000 Org Pekerja @ Rp 80,000.00 = Rp 480,000.00

20.000 Org Tukang kayu @ Rp 90,000.00 = Rp 1,800,000.00 2.000 Org Kepala tukang @ Rp 100,000.00 = Rp 200,000.00

0.300 Org Mandor @ Rp 120,000.00 = Rp 36,000.00 Jumlah (2) = Rp 2,516,000.00

Jumlah (1) + (2) = Rp 18,282,500.00

5.2. Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu kamper 5.2.1 Bahan

1.200 M³ Kayu kamper, balok @ Rp 5,435,700.00 = Rp 6,522,840.00 1.250 Kg Paku 10 cm @ Rp 17,200.00 = Rp 21,500.00





Jumlah (1) + (2) = Rp 8,895,340.00

5.3. Membuat dan memasang 1 m³ kusen pintu dan kusen jendela kayu merantiBahan

1.200 M³ Kayu meranti, balok @ Rp 5,210,000.00 = Rp 6,252,000.00 1.250 Kg Paku 10 cm @ Rp 17,200.00 = Rp 21,500.00





Jumlah (1) + (2) = Rp 8,624,500.00

5.4. 1 m² Pasang pintu klamp standar, kayu kamper5.4.1 Bahan

0.040 M³ Kayu kamper, papan @ Rp 11,080,500.00 = Rp 443,220.00

0.050 Kg Paku biasa 5 - 7 cm @ Rp 17,200.00 = Rp 860.00 Jumlah (1) = Rp 444,080.00



Jumlah (1) + (2) = Rp 579,240.00

5.5. 1 m² Pasang pintu klamp standar, kayu meranti

BIDANG BANGUNAN

5.5.1 Bahan0.040 M³ Kayu meranti, papan @ Rp 6,821,500.00 = Rp 272,860.00

0.050 Kg Paku biasa 2" - 5" @ Rp 17,200.00 = Rp 860.00 Jumlah (1) = Rp 273,720.00



Jumlah (1) + (2) = Rp 408,880.00

5.6 Membuat dan memasang 1 m² daun pintu panel kayu jati 5.6.1 Bahan

0.040 M³ Kayu jati, papan @ Rp 15,400,000.00 = Rp 616,000.00

0.500 Kg Lem kayu @ Rp 15,000.00 = Rp 7,500.00 Jumlah (1) = Rp 623,500.00



Jumlah (1) + (2) = Rp 959,500.00

5.7. Membuat dan memasang 1 m² daun pintu panel kayu kamper 5.7.1 Bahan





Jumlah (1) + (2) = Rp 786,720.00

5.7. Membuat dan memasang 1 m² daun pintu panel kayu meranti5.7.1 Bahan

0.040 M³ Kayu meranti, papan @ Rp 6,821,500.00 = Rp 272,860.00




Jumlah (1) + (2) = Rp 616,360.00

5.8. Membuat dan memasang 1 m² pintu dan jendela kaca, kayu jati 5.8.1 Bahan



5.8.2 Tenaga0.800 Org Pekerja @ Rp 80,000.00 = Rp 64,000.00 2.000 Org Tukang kayu @ Rp 90,000.00 = Rp 180,000.00

BIDANG BANGUNAN



Jumlah (1) + (2) = Rp 642,900.00

5.9. Membuat dan memasang 1 m² pintu dan jendela kaca, kayu kamper 5.9.1 Bahan





Jumlah (1) + (2) = Rp 539,232.00

5.10 Membuat dan memasang 1 m² pintu dan jendela kaca, kayu meranti5.10.1 Bahan

0.024 M³ Kayu meranti, papan @ Rp 6,821,500.00 = Rp 163,716.00




Jumlah (1) + (2) = Rp 437,016.00

5.11 Membuat dan memasang 1 m² pintu dan jendela jalusi kayu jati 5.11.1 Bahan





Jumlah (1) + (2) = Rp 1,379,100.00

5.12 Membuat dan memasang 1 m² pintu dan jendela jalusi kayu kamper5.12.1 Bahan





Jumlah (1) + (2) = Rp 1,102,652.00

5.14 1 m² Pasang daun pintu plywood rangkap, rangka tertutup kayu kamper5.14.1 Bahan

BIDANG BANGUNAN

0.025 M³ Kayu kamper, papan @ Rp 11,080,500.00 = Rp 277,012.50 0.030 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 516.00 0.500 Lt Lem kayu @ Rp 15,000.00 = Rp 7,500.00

1.000 Lbr Plywood tebal 4 mm ukr.(90x220) cm @ Rp 58,800.00 = Rp 58,800.00 Jumlah (1) = Rp 343,828.50



Jumlah (1) + (2) = Rp 595,428.50

5.17 1 m² Pasang daun pintu plywood rangkap, rangka tertutup kayu meranti5.17.1 Bahan

0.0250 M³ Kayu meranti, papan @ Rp 6,821,500.00 = Rp 170,537.50 0.030 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 516.00 0.500 Lt Lem kayu @ Rp 15,000.00 = Rp 7,500.00




Jumlah (1) + (2) = Rp 488,953.50

5.17 1 m² Pasang daun pintu plywood rangkap, rangka ekspose kayu jati5.17.1 Bahan

0.0256 M³ Kayu jati, papan @ Rp 15,400,000.00 = Rp 394,240.00 0.030 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 516.00 0.500 Kg Lem kayu @ Rp 15,000.00 = Rp 7,500.00




Jumlah (1) + (2) = Rp 729,856.00

5.17 1 m² Pasang daun pintu plywood rangkap, rangka ekspose kayu kamper5.17.1 Bahan

0.0256 M³ Kayu kamper, papan @ Rp 11,080,500.00 = Rp 283,660.80 0.030 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 516.00 0.500 Kg Lem kayu @ Rp 15,000.00 = Rp 7,500.00




Jumlah (1) + (2) = Rp 619,276.80

5.15 1 m² Pasang jalusi mati kusen kayu jati

BIDANG BANGUNAN

5.15.1 Bahan0.060 M³ Kayu jati, papan @ Rp 15,400,000.00 = Rp 924,000.00

0.150 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 2,580.00 Jumlah (1) = Rp 926,580.00



Jumlah (1) + (2) = Rp 1,169,580.00

5.16. 1 m² Pasang jalusi mati kayu kamper5.16.1 Bahan


0.150 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 2,580.00 Jumlah (1) = Rp 667,410.00



Jumlah (1) + (2) = Rp 910,410.00

Memasang 1 m2 Teakwood rangkap, rangka expose kayu jati5.18.1 Bahan

0.030 M³ Kayu jati, papan @ Rp 15,400,000.00 = Rp 462,000.00 0.030 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 516.00 0.300 Kg Lem kayu @ Rp 15,000.00 = Rp 4,500.00

1.000 Lbr Teakwood 4mm ukuran (90x220)cm @ Rp 89,900.00 = Rp 89,900.00 Jumlah (1) = Rp 556,916.00



Jumlah (1) + (2) = Rp 825,716.00

Memasang 1 m2 Teakwood rangkap, rangka kayu meranti5.18.1 Bahan

0.0300 M³ Kayu meranti, papan @ Rp 6,821,500.00 = Rp 204,645.00 0.030 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 516.00 0.300 Kg Lem kayu @ Rp 15,000.00 = Rp 4,500.00




Jumlah (1) + (2) = Rp 568,361.00

Memasang 1 m2 Teakwood rangkap, rangka kayu kamper5.18.1 Bahan

0.0300 M³ Kayu kamper, papan @ Rp 11,080,500.00 = Rp 332,415.00 0.030 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 516.00

BIDANG BANGUNAN

0.300 Kg Lem kayu @ Rp 15,000.00 = Rp 4,500.00




Jumlah (1) + (2) = Rp 696,131.00

5.18 1 m² Pasang pintu teakwood rangkap, rangka kayu jati5.18.1 Bahan

0.0196 M³ Kayu jati, papan @ Rp 15,400,000.00 = Rp 301,840.00 0.300 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 5,160.00 0.300 Lt Lem kayu @ Rp 15,000.00 = Rp 4,500.00

1.000 Lbr Teakwood 4' x 8' x 4 mm @ Rp 89,900.00 = Rp 89,900.00 Jumlah (1) = Rp 401,400.00



Jumlah (1) + (2) = Rp 653,000.00

5.19 1 m² Pasang pintu teakwood rangkap, rangka kayu kamper5.19.1 Bahan

0.0196 M³ Kayu kamper, papan @ Rp 11,080,500.00 = Rp 217,177.80 0.300 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 5,160.00 0.300 Lt Lem kayu @ Rp 15,000.00 = Rp 4,500.00

1.000 Lbr Teakwood 4' x 8' x 4 mm @ Rp 89,900.00 = Rp 89,900.00 Jumlah (1) = Rp 316,737.80



Jumlah (1) + (2) = Rp 568,337.80

5.21 1 m² Pasang pintu teakwood lapis formika, rangka expose kayu kamper 5.21.1 Bahan

0.025 M³ Kayu kamper, papan @ Rp 11,080,500.00 = Rp 277,012.50 0.030 Kg Paku 1 cm - 2.5 cm @ Rp 17,200.00 = Rp 516.00 0.800 Kg Lem kayu @ Rp 15,000.00 = Rp 12,000.00 1.000 Lbr Teakwood 4 mm (90x220) cm @ Rp 89,900.00 = Rp 89,900.00

0.500 Lbr Formica @ Rp 85,000.00 = Rp 42,500.00 Jumlah (1) = Rp 421,928.50



Jumlah (1) + (2) = Rp 740,728.50

5.20 1 m2 Pasang pintu plywood & formika, rangka kayu jati5.20.1 Bahan

BIDANG BANGUNAN

0.0196 M³ Kayu jati, papan @ Rp 15,400,000.00 = Rp 301,840.00 0.300 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 5,160.00 0.800 Kg Lem kayu @ Rp 15,000.00 = Rp 12,000.00 1.000 Lbr Playwood 4' x 8' x 4 mm @ Rp 89,900.00 = Rp 89,900.00




Jumlah (1) + (2) = Rp 770,200.00

5.21 1 m² Pasang pintu teakwood & formika, rangka kayu kamper5.21.1 Bahan

0.0250 M³ Kayu kamper, papan @ Rp 11,080,500.00 = Rp 277,012.50 0.030 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 516.00 0.800 Kg Lem kayu @ Rp 15,000.00 = Rp 12,000.00 1.000 Lbr Teakwood 4' x 8' x 4 mm @ Rp 89,900.00 = Rp 89,900.00




Jumlah (1) + (2) = Rp 740,728.50

5.22 1 m2 Pasang pintu teakwood & formika, rangka kayu jati5.22.1 Bahan

0.0196 M³ Kayu jati, papan @ Rp 15,400,000.00 = Rp 301,840.00 0.300 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 5,160.00 0.800 Lt Lem kayu @ Rp 15,000.00 = Rp 12,000.00 0.500 Lbr Teakwood 4' x 8' x 4 mm @ Rp 89,900.00 = Rp 44,950.00




Jumlah (1) + (2) = Rp 725,250.00

5.23 1 m² Pasang pintu teakwood & formika, rangka kayu kamper ( divernis )5.23.1 Bahan

0.0196 M³ Kayu kamper, papan @ Rp 11,080,500.00 = Rp 217,177.80 0.300 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 5,160.00 0.800 Lt Lem kayu @ Rp 15,000.00 = Rp 12,000.00 0.500 Lbr Teakwood 4' x 8' x 4 mm @ Rp 89,900.00 = Rp 44,950.00 0.500 Lt Vernis @ Rp 23,800.00 = Rp 11,900.00



BIDANG BANGUNAN


Jumlah (1) + (2) = Rp 652,487.80

5.24 1 m2 Pasang pintu formika double, rangka kayu jati5.24.1 Bahan

0.0196 M³ Kayu jati, papan @ Rp 15,400,000.00 = Rp 301,840.00 0.300 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 5,160.00 1.200 Lt Lem kayu @ Rp 15,000.00 = Rp 18,000.00 1.000 Lbr Playwood 4' x 8' x 4 mm @ #REF! = #REF!

BIDANG BANGUNAN

1.000 Lbr Formica @ Rp 85,000.00 = Rp 85,000.00 Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

5.25 1 m² Pasang pintu formika double, rangka kayu kamper5.25.1 Bahan

0.0196 M³ Kayu kamper, papan @ Rp 11,080,500.00 = Rp 217,177.80 0.300 Kg Paku biasa ½" - 1" @ Rp 17,200.00 = Rp 5,160.00 1.200 Lt Lem kayu @ Rp 15,000.00 = Rp 18,000.00 1.000 Lbr Teakwood 4' x 8' x 4 mm @ Rp 89,900.00 = Rp 89,900.00




Jumlah (1) + (2) = Rp 761,237.80

Memasang 1 m3 konstruksi kuda - kuda konvensional, bentang 6 m, kayu jati5.26.1 Bahan

1.100 M³ Balok kayu jati @ Rp 14,300,000.00 = Rp 15,730,000.00 15.000 Kg Besi strip tebal 5 mm @ Rp 9,000.00 = Rp 135,000.00

5.600 Kg Paku biasa 12 cm @ Rp 17,200.00 = Rp 96,320.00 Jumlah (1) = Rp 15,961,320.00




Jumlah (1) + (2) = Rp 17,505,320.00

Memasang 1 m3 konstruksi kuda - kuda konvensional, bentang 6 m, kayu kamper5.26.1 Bahan

1.100 M³ Balok kayu kamper @ Rp 5,435,700.00 = Rp 5,979,270.00 15.000 Kg Besi strip tebal 5 mm @ Rp 9,000.00 = Rp 135,000.00

5.600 Kg Paku biasa 12 cm @ Rp 17,200.00 = Rp 96,320.00 Jumlah (1) = Rp 6,210,590.00




Jumlah (1) + (2) = Rp 7,754,590.00

Memasang 1 m3 konstruksi kuda - kuda konvensional, bentang 6 m, kayu meranti5.26.1 Bahan

1.100 M³ Balok kayu meranti @ Rp 5,210,000.00 = Rp 5,731,000.00 15.000 Kg Besi strip tebal 5 mm @ Rp 9,000.00 = Rp 135,000.00

5.600 Kg Paku biasa 12 cm @ Rp 17,200.00 = Rp 96,320.00

BIDANG BANGUNAN

Jumlah (1) = Rp 5,962,320.00 5.26.2 Tenaga

4.000 Org Pekerja @ Rp 80,000.00 = Rp 320,000.00 12.000 Org Tukang kayu @ Rp 90,000.00 = Rp 1,080,000.00



Jumlah (1) + (2) = Rp 7,506,320.00

5.27 Memasang 1 m³ konstruksi kuda-kuda expose, kayu Jati5.27.1 Bahan

1.200 M³ Kayu jati, balok @ Rp 14,300,000.00 = Rp 17,160,000.00 15.000 Kg Besi strip tebal 5 mm @ Rp 9,000.00 = Rp 135,000.00

5.600 Kg Paku 12 cm @ Rp 17,200.00 = Rp 96,320.00 Jumlah (1) = Rp 17,391,320.00




Jumlah (1) + (2) = Rp 19,907,320.00

Memasang 1 m³ konstruksi kuda-kuda expose, kayu kamper 5.27.1 Bahan

1.200 M³ Kayu kamper, balok @ Rp 5,435,700.00 = Rp 6,522,840.00 15.000 Kg Besi strip tebal 5 mm @ Rp 9,000.00 = Rp 135,000.00





Jumlah (1) + (2) = Rp 9,270,160.00

Memasang 1 m³ konstruksi kuda-kuda expose, kayu kruing5.27.1 Bahan

1.200 M³ Kayu kruing, balok @ Rp 4,766,700.00 = Rp 5,720,040.00 15.000 Kg Besi strip tebal 5 mm @ Rp 9,000.00 = Rp 135,000.00





Jumlah (1) + (2) = Rp 8,467,360.00

5.26 1 m3 Pasang konstruksi kuda - kuda kayu jati5.26.1 Bahan

1.100 M³ Kayu jati, balok @ Rp 14,300,000.00 = Rp 15,730,000.00 15.000 Kg Besi strip @ Rp 9,000.00 = Rp 135,000.00

0.800 Kg Paku biasa 2" - 5" @ Rp 17,200.00 = Rp 13,760.00 Jumlah (1) = Rp 15,878,760.00


BIDANG BANGUNAN



Jumlah (1) + (2) = Rp 17,422,760.00

5.27 1 m³ Pasang konstruksi kuda-kuda kayu kamper5.27.1 Bahan

1.100 M³ Kayu kamper, balok @ Rp 5,435,700.00 = Rp 5,979,270.00 15.000 Kg Besi strip @ Rp 9,000.00 = Rp 135,000.00





Jumlah (1) + (2) = Rp 7,672,030.00

5.28 1 m³ Pasang konstruksi kuda-kuda kayu meranti5.27.1 Bahan

1.100 M³ Kayu meranti, balok @ Rp 5,210,000.00 = Rp 5,731,000.00 15.000 Kg Besi strip @ Rp 9,000.00 = Rp 135,000.00





Jumlah (1) + (2) = Rp 7,423,760.00

5.27 1 m³ Pasang konstruksi kuda-kuda kayu kruing5.27.1 Bahan

1.100 M³ Kayu kruing, balok @ Rp 4,766,700.00 = Rp 5,243,370.00 15.000 Kg Besi strip @ Rp 9,000.00 = Rp 135,000.00





Jumlah (1) + (2) = Rp 6,936,130.00

5.27 Memasang 1 m³ konstruksi gording, kayu Kamper5.27.1 Bahan

1.100 M³ Balok kayu kamper @ Rp 5,435,700.00 = Rp 5,979,270.00 15.000 Kg Besi strip tebal 5 mm @ Rp 9,000.00 = Rp 135,000.00



0.120 Org Mandor @ Rp 120,000.00 = Rp 14,400.00

BIDANG BANGUNAN

Jumlah (2) = Rp 926,400.00 Jumlah (1) + (2) = Rp 7,092,270.00

5.275.27.1 Bahan

0.014 M³ Kaso-kaso ( 5x7 ) cm @ Rp 4,766,700.00 = Rp 66,733.80 0.036 M³ Reng ( 2x3 ) cm @ Rp 4,766,700.00 = Rp 171,601.20

0.250 Kg Paku 5 cm dan 10 cm @ Rp 17,200.00 = Rp 4,300.00 Jumlah (1) = Rp 242,635.00



Jumlah (1) + (2) = Rp 261,235.00

5.275.27.1 Bahan

0.014 M³ Kaso-kaso ( 5x7 ) cm @ Rp 4,766,700.00 = Rp 66,733.80 0.057 M³ Reng ( 3x4 ) cm @ Rp 4,766,700.00 = Rp 271,701.90

0.250 Kg Paku 5 cm dan 10 cm @ Rp 17,200.00 = Rp 4,300.00 Jumlah (1) = Rp 342,735.70



Jumlah (1) + (2) = Rp 361,335.70

5.30 1 m² Pasang kaso + reng genteng kodok kayu kamper5.30.1 Bahan

0.012 M³ Kayu kamper, balok @ Rp 5,435,700.00 = Rp 65,228.40

0.150 Kg Paku biasa 2" - 5" @ Rp 17,200.00 = Rp 2,580.00 Jumlah (1) = Rp 67,808.40



Jumlah (1) + (2) = Rp 86,408.40

5.31 1 m² Pasang kaso + reng genteng kodok kayu borneo / Meranti5.31.1 Bahan

0.012 M³ Kayu meranti, balok @ Rp 5,210,000.00 = Rp 62,520.00




Jumlah (1) + (2) = Rp 83,700.00

5.32 1 m² Pasang kaso + reng genteng kodok kayu Kruing5.32.1 Bahan

Memasang 1 m² rangka atap genteng keramik, ( kayu kruing )

Memasang 1 m² rangka atap genteng beton, ( kayu kruing )

BIDANG BANGUNAN

0.014 M³ Kayu Kruing @ Rp 4,766,700.00 = Rp 66,733.80




Jumlah (1) + (2) = Rp 87,913.80

5.33 1 m² Pasang kaso + reng genteng beton kayu kruing5.33.1 Bahan

0.014 M³ Kayu kruing, balok @ Rp 4,766,700.00 = Rp 66,733.80




Jumlah (1) + (2) = Rp 87,913.80

5.34 1 m² Pasang kaso + reng genteng beton kayu Meranti5.34.1 Bahan





Jumlah (1) + (2) = Rp 94,120.00

5.35 1 m² Pasang kaso + reng atap sirap kayu kamper5.35.1 Bahan





Jumlah (1) + (2) = Rp 922,650.50

5.36 1 m² Pasang kaso + reng atap sirap kayu Meranti5.36.1 Bahan




0.120 Org Tukang kayu @ Rp 90,000.00 = Rp 10,800.00 0.012 Org Kepala tukang @ Rp 100,000.00 = Rp 1,200.00

BIDANG BANGUNAN


Jumlah (1) + (2) = Rp 885,410.00

5.37 1 m² Pasang rangka langit - langit ( 1.00 x 1.00 ) m, kayu meranti5.37.1 Bahan




0.100 Org Tukang kayu @ Rp 90,000.00 = Rp 9,000.00 0.025 Org Kepala tukang @ Rp 100,000.00 = Rp 2,500.00


Jumlah (1) + (2) = Rp 92,740.00

5.37 1 m² Pasang rangka langit - langit ( 50 x 100 ) cm, (ex.kayu kamper)5.37.1 Bahan

0.0154 M³ Kaso-kaso 5/7 @ Rp 5,435,700.00 = Rp 83,709.78

0.200 Kg Paku 7 - 10 cm @ Rp 17,200.00 = Rp 3,440.00 Jumlah (1) = Rp 87,149.78



Jumlah (1) + (2) = Rp 133,149.78

5.37 1 m² Pasang rangka langit - langit ( 50 x 100 ) cm, (ex.kayu kruing)5.37.1 Bahan

0.0154 M³ Kaso-kaso 5/7 @ Rp 4,766,700.00 = Rp 73,407.18




Jumlah (1) + (2) = Rp 122,847.18

1 m² Pasang rangka langit - langit ( 60 x 60 ) cm, kayu kamper5.37.1 Bahan

0.0163 M³ Kaso-kaso 5/7 balok kayu kamper @ Rp 5,435,700.00 = Rp 88,601.91




Jumlah (1) + (2) = Rp 140,101.91

1 m² Pasang rangka langit - langit ( 60 x 60 ) cm, kayu kruing5.37.1 Bahan

0.0163 M³ Kaso-kaso 5/7 balok kayu kruing @ Rp 4,766,700.00 = Rp 77,697.21

BIDANG BANGUNAN




Jumlah (1) + (2) = Rp 129,197.21

5.37 1 m² Pasang rangka langit - langit metalfuring5.37.1 Bahan

1.000 m2 Metalfuring @ Rp 30,000.00 = Rp 30,000.00

20.000 % Accessories = Rp 6,000.00 Jumlah (1) = Rp 36,000.00

5.37.2 Tenaga0.150 Org Pekerja @ Rp 80,000.00 = Rp 12,000.00 0.250 Org Tukang besi @ Rp 90,000.00 = Rp 22,500.00 0.025 Org Kepala tukang @ Rp 100,000.00 = Rp 2,500.00


Jumlah (1) + (2) = Rp 82,000.00

5.38 1 m² Pasang rangka langit-langit (1.00 x 1.00) m, kayu kamper5.38.1 Bahan




0.075 Org Mandor @ Rp 120,000.00 = Rp 9,000.00

BIDANG BANGUNAN

7. ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN

7.1 1 m² Plesteran 1 Pc : 1 Ps, tebal 15 mm7.1.1 Bahan



7.1.2 Tenaga0.200 Org Pekerja @ Rp 80,000.00 = Rp 16,000.00 0.150 Org Tukang batu @ Rp 90,000.00 = Rp 13,500.00 0.015 Org Kepala tukang @ Rp 100,000.00 = Rp 1,500.00


Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!

7.1. 1 m² Plesteran 1 Pc : 3 Ps, tebal 15 mm7.1.1 Bahan





Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!




BIDANG BANGUNAN

Jumlah (1) = #REF!7.1.2 Tenaga

0.200 Org Pekerja @ Rp 80,000.00 = Rp 16,000.00 0.150 Org Tukang batu @ Rp 90,000.00 = Rp 13,500.00 0.015 Org Kepala tukang @ Rp 100,000.00 = Rp 1,500.00


Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!






BIDANG BANGUNAN

Jumlah (1) + (2) = #REF!

7.8 1 m² Plesteran 1 Pc : 1/2 Kp : 3 Ps, tebal 15 mm7.8.1 Bahan

5.760 Kg Semen portland @ #REF! = #REF!0.003 M³ Kapur padam @ = Rp -




Jumlah (1) + (2) = #REF!

7.8 1 m² Plesteran 1 Pc : 2 Kp : 8 Ps, tebal 15 mm7.8.1 Bahan

3.000 Kg Semen portland @ #REF! = #REF!0.005 M³ Kapur padam @ = Rp -




Jumlah (1) + (2) = #REF!

7.8 1 m² Plesteran 1 SM : 1 Kp : 1 Ps, tebal 15 mm7.8.1 Bahan

0.009 M³ Semen merah @ #REF! = #REF!0.009 M³ Kapur padam @ = Rp -




Jumlah (1) + (2) = #REF!

7.8 1 m² Plesteran 1 SM : 1 Kp : 2 Ps, tebal 15 mm7.8.1 Bahan

0.007 M³ Semen merah @ #REF! = #REF!0.007 M³ Kapur padam @ = Rp -




Jumlah (1) + (2) = #REF!

7.3 1 m² Plesteran 1 Pc : 2 Ps, tebal 20 mm

BIDANG BANGUNAN

7.3.1 Bahan13.632 Kg Semen portland @ #REF! = #REF!




Jumlah (1) + (2) = #REF!




7.3.2 Tenaga

BIDANG BANGUNAN

12. ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON

12.112.1.1 Bahan 247.00 Kg Semen portland @ Rp 1,450.00 = Rp 358,150.00 0.62 m3 Pasir beton @ Rp 185,000.00 = Rp 114,832.14 0.74 m3 Koral beton ( maksimum 30 mm ) @ Rp 242,000.00 = Rp 179,080.00 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00

Jumlah (1) = Rp 716,562.14 12.1.2 Tenaga

1.650 Org Pekerja @ Rp 80,000.00 = Rp 132,000.00 0.275 Org Tukang batu @ Rp 90,000.00 = Rp 24,750.00 0.028 Org Kepala tukang @ Rp 100,000.00 = Rp 2,800.00 0.083 Org Mandor @ Rp 120,000.00 = Rp 9,960.00

Jumlah (2) = Rp 169,510.00 Jumlah (1) + (2) = Rp 886,072.14


Jumlah (1) = Rp 755,524.66 12.1.2 Tenaga



12.112.1.1 Bahan 299.00 Kg Semen portland @ Rp 1,450.00 = Rp 433,550.00

Membuat 1 m³ beton f'c = 7.4 Mpa (K100), slump (12 ± 2) cm, w/c = 0.87

Membuat 1 m³ beton f'c = 9,8 Mpa (K125), slump (12 ± 2) cm, w/c = 0.78


BIDANG BANGUNAN 0.57 m3 Pasir beton @ Rp 185,000.00 = Rp 105,582.14 0.75 m3 Koral beton ( maksimum 30 mm ) @ Rp 242,000.00 = Rp 182,306.67 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00

Jumlah (1) = Rp 785,938.81 12.1.2 Tenaga



*** CATATAN

12.1 Membuat 1 m³ lantai kerja beton f'c = 7,4 Mpa (K100), slump (3-6) cm, w/c = 0.8712.1.1 Bahan 230.00 Kg Semen portland @ Rp 1,450.00 = Rp 333,500.00 0.64 m3 Pasir beton @ Rp 185,000.00 = Rp 118,003.57 0.76 m3 Koral beton ( maksimum 30 mm ) @ Rp 242,000.00 = Rp 184,099.26 200.00 Ltr Air @ Rp 300.00 = Rp 60,000.00

Jumlah (1) = Rp 695,602.83 12.1.2 Tenaga

1.200 Org Pekerja @ Rp 80,000.00 = Rp 96,000.00 0.200 Org Tukang batu @ Rp 90,000.00 = Rp 18,000.00 0.020 Org Kepala tukang @ Rp 100,000.00 = Rp 2,000.00 0.006 Org Mandor @ Rp 120,000.00 = Rp 720.00



Jumlah (1) = Rp 822,086.35 12.1.2 Tenaga

Bobot isi pasir = 1400 kg/m3 , Bobot isi kerikil = 1350 kg/m3, Buckling factor pasir = 20 %


BIDANG BANGUNAN1.650 Org Pekerja @ Rp 80,000.00 = Rp 132,000.00 0.250 Org Tukang batu @ Rp 90,000.00 = Rp 22,500.00 0.025 Org Kepala tukang @ Rp 100,000.00 = Rp 2,500.00 0.080 Org Mandor @ Rp 120,000.00 = Rp 9,600.00



Jumlah (1) = Rp 856,312.72 12.1.2 Tenaga




Jumlah (1) = Rp 882,370.16 12.1.2 Tenaga





BIDANG BANGUNAN12.112.1.1 Bahan 384.00 Kg Semen portland @ Rp 1,450.00 = Rp 556,800.00 0.49 m3 Pasir beton @ Rp 185,000.00 = Rp 91,442.86 0.77 m3 Koral beton ( maksimum 30 mm ) @ Rp 242,000.00 = Rp 186,250.37 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00

Jumlah (1) = Rp 898,993.23 12.1.2 Tenaga




Jumlah (1) = Rp 927,505.71 12.1.2 Tenaga




Jumlah (1) = Rp 936,362.99




BIDANG BANGUNAN12.1.2 Tenaga1.650 Org Pekerja @ Rp 80,000.00 = Rp 132,000.00 0.250 Org Tukang batu @ Rp 90,000.00 = Rp 22,500.00 0.025 Org Kepala tukang @ Rp 100,000.00 = Rp 2,500.00 0.080 Org Mandor @ Rp 120,000.00 = Rp 9,600.00



Jumlah (1) = Rp 969,920.53 12.1.2 Tenaga



12.112.1.1 Bahan 448.00 Kg Semen portland @ Rp 1,450.00 = Rp 649,600.00 0.48 Kg Pasir beton @ Rp 185,000.00 = Rp 88,139.29 0.74 Kg Koral beton ( maksimum 30 mm ) @ Rp 242,000.00 = Rp 179,259.26 215.00 Ltr Air @ Rp 300.00 = Rp 64,500.00

Jumlah (1) = Rp 981,498.54 12.1.2 Tenaga





BIDANG BANGUNAN

12.1 Membuat 1 m³ beton kedap air dengan Storox - 10012.1.1 Bahan 400.000 Kg Semen portland @ Rp 1,450.00 = Rp 580,000.00 0.480 Pasir beton @ Rp 185,000.00 = Rp 88,800.00 0.800 Kerikil 2 cm / 3 cm @ Rp 236,900.00 = Rp 189,520.00 1.200 Kg Air @ Rp 300.00 = Rp 360.00

Jumlah (1) = Rp 858,680.00 12.1.2 Tenaga



12.1 Memasang 1 m' PVC Waterstop lebar 150 mm12.1.1 Bahan 1.050 m' Waterstop lebar 150 mm @ Rp - = Rp -

Jumlah (1) = Rp - 12.1.2 Tenaga

0.060 Org Pekerja @ Rp 80,000.00 = Rp 4,800.00 0.030 Org Tukang batu @ Rp 90,000.00 = Rp 2,700.00 0.003 Org Kepala tukang @ Rp 100,000.00 = Rp 300.00 0.003 Org Mandor @ Rp 120,000.00 = Rp 360.00


12.1 Memasang 1 m' PVC Waterstop lebar 200 mm12.1.1 Bahan 1.050 m' Waterstop lebar 200 mm @ Rp - = Rp -



m³m³

BIDANG BANGUNAN Jumlah (2) = Rp 9,990.00 Jumlah (1) + (2) = Rp 9,990.00

12.1 Membuat 1 m' PVC Waterstop lebar 230 mm - 320 mm12.1.1 Bahan 1.050 m' Waterstop lebar 230 - 320 mm @ Rp - = Rp -




12.112.1.1 Bahan

0.0264 M³ Kayu kelas III ( papan ) @ Rp 6,821,500.00 = Rp 180,087.60 0.600 kg Paku biasa 5 - 12 cm @ Rp 17,200.00 = Rp 10,320.00 0.500 btg @ Rp 4,000.00 = Rp 2,000.00

Jumlah (1) = Rp 192,407.60 12.1.2 Tenaga



12.1 1 m³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr12.1.1 Bahan

218.000 Kg Semen portland @ Rp 1,450.00 = Rp 316,100.00 0.520 M³ Pasir beton @ Rp 185,000.00 = Rp 96,200.00

0.870 M³ Koral beton @ Rp 242,000.00 = Rp 210,540.00 Jumlah (1) = Rp 622,840.00


Memasang 1 m² jembatan untuk pengecoran beton

Dolken kayu galam,f (8-10)cm,panjang 4m

BIDANG BANGUNAN0.250 Org Tukang batu @ Rp 90,000.00 = Rp 22,500.00 0.025 Org Kepala tukang @ Rp 100,000.00 = Rp 2,500.00


Jumlah (1) + (2) = Rp 789,440.00






Jumlah (1) + (2) = Rp 766,680.00






Jumlah (1) + (2) = Rp 733,440.00

12.1 1 m³ Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr, tebal 5 cm12.1.1 Bahan

BIDANG BANGUNAN10.000 Kg Semen portland @ Rp 1,450.00 = Rp 14,500.00 0.026 M³ Pasir beton @ Rp 185,000.00 = Rp 4,810.00




Jumlah (1) + (2) = Rp 196,558.00

12.2 1 m³ Membuat beton 1 Pc : 2 Ps : 3 Kr12.2.1 Bahan





Jumlah (1) + (2) = Rp 1,098,120.00

12.3 1 M³ Membuat beton 1 Pc : 1 1/2 Ps : 2 1/2 Kr12.3.1 Bahan




BIDANG BANGUNAN1.000 Org Mandor @ Rp 120,000.00 = Rp 120,000.00 Jumlah (2) = Rp 315,000.00

Jumlah (1) + (2) = Rp 1,098,120.00






Jumlah (1) + (2) = Rp 873,650.00

12.2 1 m³ Membuat beton 1 Pc : 2 Ps : 2.5 Kr12.2.1 Bahan





Jumlah (1) + (2) = Rp 950,000.00

12.2 1 m³ Membuat beton 1 Pc : 1.5 Ps : 3 Kr12.2.1 Bahan


BIDANG BANGUNAN0.540 M³ Koral beton @ Rp 242,000.00 = Rp 130,680.00 Jumlah (1) = Rp 726,030.00



Jumlah (1) + (2) = Rp 892,630.00

12.2 1 m³ Membuat beton 1 Pc : 1.5 Ps : 2.5 Kr12.2.1 Bahan





Jumlah (1) + (2) = Rp 1,002,010.00






BIDANG BANGUNAN Jumlah (1) + (2) = Rp 1,108,680.00

BIDANG BANGUNAN12.4 1 Kg Pembesian dengan besi polos atau besi ulir12.4.1 Bahan

1.050 Kg Besi beton (polos/ulir) @ Rp 8,600.00 = Rp 9,030.00

0.015 Kg Kawat beton @ Rp 16,400.00 = Rp 246.00 Jumlah (1) = Rp 9,276.00

12.4.2 Tenaga0.007 Org Pekerja @ Rp 80,000.00 = Rp 560.00 0.007 Org Tukang besi @ Rp 90,000.00 = Rp 630.00



Jumlah (1) + (2) = Rp 10,572.00

12.4 Memasang per 10 kg jaring kawat baja / wire mesh 12.4.1 Bahan

10.200 Kg Jaring kawat baja di las @ Rp 58,700.00 = Rp 598,740.00

0.050 Kg Kawat beton @ Rp 16,400.00 = Rp 820.00 Jumlah (1) = Rp 599,560.00

12.4.2 Tenaga0.025 Org Pekerja @ Rp 80,000.00 = Rp 2,000.00 0.250 Org Tukang besi @ Rp 90,000.00 = Rp 22,500.00 0.025 Org Kepala tukang @ Rp 100,000.00 = Rp 2,500.00


Jumlah (1) + (2) = Rp 626,680.00 Per kg = Rp 62,668.00

12.5 1 m² Pasang bekisting untuk pondasi12.5.1 Bahan

0.040 M³ Kayu terentang @ Rp 2,250,000.00 = Rp 90,000.00 0.300 Kg Paku biasa 5 - 10 cm @ Rp 17,200.00 = Rp 5,160.00

0.100 Lt Minyak bekisting @ Rp 15,000.00 = Rp 1,500.00 Jumlah (1) = Rp 96,660.00

12.5.2 Tenaga0.520 Org Pekerja @ Rp 80,000.00 = Rp 41,600.00 0.260 Org Tukang kayu @ Rp 90,000.00 = Rp 23,400.00

BIDANG BANGUNAN0.026 Org Kepala tukang @ Rp 100,000.00 = Rp 2,600.00


Jumlah (1) + (2) = Rp 167,380.00

12.6 1 m² Pasang bekisting untuk sloof12.6.1 Bahan

0.045 M³ Kayu terentang @ Rp 2,250,000.00 = Rp 101,250.00 0.300 Kg Paku biasa 5 - 10 cm @ Rp 17,200.00 = Rp 5,160.00

0.100 Lt Minyak bekisting @ Rp 15,000.00 = Rp 1,500.00 Jumlah (1) = Rp 107,910.00



Jumlah (1) + (2) = Rp 178,630.00 untuk 2 x pakai = Rp 89,315.00

BIDANG BANGUNAN

12.7 1 m² Pasang bekisting untuk kolom12.7.1 Bahan

0.040 M³ Kayu terentang @ Rp 2,250,000.00 = Rp 90,000.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 17,200.00 = Rp 6,880.00 0.200 Lt Minyak bekisting @ Rp 15,000.00 = Rp 3,000.00 0.015 M³ Meranti bekesting @ Rp 6,821,500.00 = Rp 102,322.50

0.350 Lbr Multiplek tebal 9 mm @ Rp 130,000.00 = Rp 45,500.00 Jumlah (1) = Rp 247,702.50




12.8 1 m² Pasang bekisting untuk balok12.8.1 Bahan

0.040 M³ Kayu terentang @ Rp 2,250,000.00 = Rp 90,000.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 17,200.00 = Rp 6,880.00 0.200 Lt Minyak bekisting @ Rp 15,000.00 = Rp 3,000.00 0.018 M³ Meranti bekesting @ Rp 6,821,500.00 = Rp 122,787.00





12.9 1 m² Pasang bekisting untuk Plat lantai / dag

BIDANG BANGUNAN12.9.1 Bahan0.040 M³ Kayu terentang @ Rp 2,250,000.00 = Rp 90,000.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 17,200.00 = Rp 6,880.00 0.200 Lt Minyak bekisting @ Rp 15,000.00 = Rp 3,000.00 0.015 M³ Meranti bekesting @ Rp 6,821,500.00 = Rp 102,322.50




Jumlah (1) + (2) = Rp 337,462.50

12.10 1 m² Pasang bekisting untuk tangga12.10.1 Bahan

0.030 M³ Kayu terentang @ Rp 2,250,000.00 = Rp 67,500.00 0.400 Kg Paku biasa 5 - 12 cm @ Rp 17,200.00 = Rp 6,880.00 0.150 Lt Minyak bekisting @ Rp 15,000.00 = Rp 2,250.00 0.015 M³ Meranti bekesting @ Rp 6,821,500.00 = Rp 102,322.50 0.350 Lbr Multiplek tebal 9 mm @ Rp 130,000.00 = Rp 45,500.00

Jumlah (1) = Rp 224,452.50 12.10.2 Tenaga

0.660 Org Pekerja @ Rp 80,000.00 = Rp 52,800.00 0.330 Org Tukang kayu @ Rp 90,000.00 = Rp 29,700.00 0.033 Org Kepala tukang @ Rp 100,000.00 = Rp 3,300.00


Jumlah (1) + (2) = Rp 314,212.50

12.11 1 m² Pasang bekisting untuk Dinding12.11.1 Bahan

0.030 m3 Kayu terentang @ Rp 2,250,000.00 = Rp 67,500.00

0.400 kg Paku biasa 5 - 12 cm @ Rp 17,200.00 = Rp 6,880.00

BIDANG BANGUNAN0.200 lt Minyak bekisting @ Rp 15,000.00 = Rp 3,000.00

0.020 m3 Meranti bekesting @ Rp 6,821,500.00 = Rp 136,430.00

0.350 lb Multiplek tebal 9 mm @ Rp 130,000.00 = Rp 45,500.00

Jumlah ( 1 ) = Rp 259,310.00 12.11.2 Tenaga

0.3200 hari Pekerja @ Rp 80,000.00 = Rp 25,600.00

0.3300 hari Tukang Kayu @ Rp 90,000.00 = Rp 29,700.00

0.0330 hari Kepala Tukang @ Rp 100,000.00 = Rp 3,300.00

0.0060 hari Mandor @ Rp 120,000.00 = Rp 720.00 Jumlah (2) = Rp 59,320.00


12.11 1 m² Pasang bekisting untuk List plank12.11.1 Bahan

0.030 m3 Kayu terentang @ Rp 2,250,000.00 = Rp 67,500.00

0.400 kg Paku biasa 5 - 12 cm @ Rp 17,200.00 = Rp 6,880.00

0.200 lt Minyak bekisting @ Rp 15,000.00 = Rp 3,000.00

0.020 m3 Meranti bekesting @ Rp 6,821,500.00 = Rp 136,430.00

0.350 lb Multiplek tebal 9 mm @ Rp 130,000.00 = Rp 45,500.00

Jumlah ( 1 ) = Rp 259,310.00 12.11.2 Tenaga

0.3200 hari Pekerja @ Rp 80,000.00 = Rp 25,600.00

0.3300 hari Tukang Kayu @ Rp 90,000.00 = Rp 29,700.00

0.0330 hari Kepala Tukang @ Rp 100,000.00 = Rp 3,300.00

0.0060 hari Mandor @ Rp 120,000.00 = Rp 720.00 Jumlah (2) = Rp 59,320.00


Bahan :0.8100 m3 Batu pecah 1/2 @ Rp 242,000.00 = Rp 196,020.00

0.540 m3 Pasir Cor @ Rp 185,000.00 = Rp 99,900.00

350.40 kg Semen P C ( 40 kg ) @ Rp 58,000.00 = Rp 20,323,200.00

1 M³ PASANGAN BETON MUTU K 225

BIDANG BANGUNAN Jumlah (1) = Rp 20,619,120.00

Sewa alat bantu :Biaya Sewa Peralatan - Sewa Concrete Mixer 0,50 m3 ( min 3 jam ) 0.973 jam @ 150,000.00 = Rp 145,950.00

- Sewa Pump Water ( min 3 jam ) 0.3243 jam @ 150,000.00 = Rp 48,645.00

- Sewa Vibarator Roller ( min 5 jam ) 0.973 jam @ 35,000.00 = Rp 34,055.00

- Sewa Alat Bantu ( set / 3 alat )

0.3243 jam @ 55,000.00 = Rp 17,836.50

Jumlah (2) = Rp 246,486.50

Upah :0.700 hr Tukang batu @ Rp 90,000.00 = Rp 63,000.00

0.410 hr Pekerja @ Rp 80,000.00 = Rp 32,800.00

0.0205 hr Mandor @ Rp 120,000.00 = Rp 2,460.00 Jumlah (3) = Rp 98,260.00

Jumlah (1) + (2) + (3) = Rp 20,963,866.50

Bahan :0.7297 m3 Batu pecah 1/2 @ Rp 242,000.00 = Rp 176,587.40

0.4860 m3 Pasir Cor @ Rp 185,000.00 = Rp 89,910.00

350.40 kg Semen P C ( 40 kg ) @ Rp 58,000.00 = Rp 20,323,200.00 Jumlah (1) = Rp 20,589,697.40

Sewa alat bantu :Biaya Sewa Peralatan - Sewa Concrete Mixer 0,50 m3 ( min 3 jam ) 0.973 jam @ 150,000.00 = Rp 145,950.00

- Sewa Pump Water ( min 3 jam ) 0.3243 jam @ 150,000.00 = Rp 48,645.00

- Sewa Vibarator Roller ( min 5 jam )0.973 jam @ 35,000.00 = Rp 34,055.00

- Sewa Alat Bantu ( set / 3 alat )

0.3243 jam @ 55,000.00 = Rp 17,836.50

1 M³ PASANGAN BETON MUTU K 300

BIDANG BANGUNANJumlah ( 2 ) = Rp 246,486.50

Upah :1.945 hr Tukang batu @ Rp 90,000.00 = Rp 175,050.00

0.324 hr Pekerja @ Rp 80,000.00 = Rp 25,920.00

0.1620 hr Mandor @ Rp 120,000.00 = Rp 19,440.00

Jumlah ( 3 ) = Rp 220,410.00 Jumlah (1) + (2) + (3) = Rp 21,056,593.90

A. REKAPITULASI BETON NON STRUKTUR

BIDANG BANGUNAN

12.13 1 m³ Membuat pondasi beton bertulang + bekesting = 150 Kg Besi

12.13.1 Bahan0.200 M³ Kayu meranti papan @ Rp 6,821,500.00 = Rp 1,364,300.00

1.500 Kg Paku biasa 5-12 cm @ Rp 17,200.00 = Rp 25,800.00 0.400 Lt Minyak bekisting @ Rp 15,000.00 = Rp 6,000.00

150.000 Kg Besi beton polos @ Rp 8,600.00 = Rp 1,290,000.00 2.250 Kg Kawat beton @ Rp 16,400.00 = Rp 36,900.00


0.810 M³ Koral beton @ Rp 242,000.00 = Rp 196,020.00 Jumlah (1) = Rp 3,506,120.00

12.13.2 Tenaga5.300 Org Pekerja @ Rp 80,000.00 = Rp 424,000.00 0.275 Org Tukang batu @ Rp 90,000.00 = Rp 24,750.00


1.050 Org Tukang besi @ Rp 90,000.00 = Rp 94,500.00


0.265 Org Mandor @ Rp 120,000.00 = Rp 31,800.00


12.14 1 m³ Membuat sloof beton bertulang+ bekesting = 200 Kg besi12.14.1 Bahan

0.270 M³ Kayu meranti papan @ Rp 6,821,500.00 = Rp 1,841,805.00 2.000 Kg Paku biasa 5-12 cm @ Rp 17,200.00 = Rp 34,400.00 0.600 Lt Minyak bekisting @ Rp 15,000.00 = Rp 9,000.00



0.540 M³ Pasir beton @ Rp 185,000.00 = Rp 99,900.00

0.810 M³ Koral beton @ Rp 242,000.00 = Rp 196,020.00 Jumlah (1) = Rp 4,437,525.00

12.14.2 Tenaga5.650 Org Pekerja @ Rp 80,000.00 = Rp 452,000.00 0.275 Org Tukang batu @ Rp 90,000.00 = Rp 24,750.00

BIDANG BANGUNAN1.560 Org Tukang kayu @ Rp 90,000.00 = Rp 140,400.00 1.400 Org Tukang besi @ Rp 90,000.00 = Rp 126,000.00 0.323 Org Kepala tukang @ Rp 100,000.00 = Rp 32,300.00


Jumlah (1) + (2) = Rp 5,246,935.0

BIDANG BANGUNAN

12.15 1 m³ Membuat kolom beton bertulang+ bekesting = 300 Kg besi

12.15.1 Bahan

0.400 M³ Kayu meranti papan @ Rp 6,821,500.00 = Rp 2,728,600.00

4.000 Kg Paku biasa 5-12 cm @ Rp 17,200.00 = Rp 68,800.00

2.000 Lt Minyak bekisting @ Rp 15,000.00 = Rp 30,000.00


336.000 Kg Semen portland @ Rp 1,450.00 = Rp 487,200.00 0.540 M³ Pasir beton @ Rp 185,000.00 = Rp 99,900.00 0.810 M³ Koral beton @ Rp 242,000.00 = Rp 196,020.00 0.150 M³ Meranti bekesting @ Rp 6,821,500.00 = Rp 1,023,225.00 3.500 Lbr Plywood 9 mm @ #REF! = #REF!

20.000 btg @ Rp 4,000.00 = Rp 80,000.00 Jumlah (1) = #REF!




2.100 Org Tukang besi @ Rp 90,000.00 = Rp 189,000.00



Jumlah (1) + (2) = #REF!

12.15 1 m³ Membuat kolom beton bertulang+ bekesting = 150 Kg besi12.15.1 Bahan





0.810 M³ Koral beton @ Rp 242,000.00 = Rp 196,020.00

0.120 M³ Meranti bekesting @ Rp 6,821,500.00 = Rp 818,580.00


BIDANG BANGUNAN2.800 Lbr Plywood 9 mm @ #REF! = #REF!

32.000 btg @ Rp 4,000.00 = Rp 128,000.00


5.300 Org Pekerja @ Rp 80,000.00 = Rp 424,000.00 0.275 Org Tukang batu @ Rp 90,000.00 = Rp 24,750.00 1.300 Org Tukang kayu @ Rp 90,000.00 = Rp 117,000.00 1.050 Org Tukang besi @ Rp 90,000.00 = Rp 94,500.00 0.265 Org Kepala tukang @ Rp 100,000.00 = Rp 26,500.00


Jumlah (1) + (2) = #REF!

12.16 1 m³ Membuat balok beton bertulang+bekesting = 200 Kg besi

12.16.1 Bahan



336.000 Kg Semen portland @ Rp 1,450.00 = Rp 487,200.00 0.540 M³ Pasir beton @ Rp 185,000.00 = Rp 99,900.00 0.810 M³ Koral beton @ Rp 242,000.00 = Rp 196,020.00 0.140 M³ Meranti bekesting @ Rp 6,821,500.00 = Rp 955,010.00 2.800 Lbr Plywood 9 mm @ #REF! = #REF!


12.16.2 Tenaga6.350 Org Pekerja @ Rp 80,000.00 = Rp 508,000.00 0.275 Org Tukang batu @ Rp 90,000.00 = Rp 24,750.00 1.650 Org Tukang kayu @ Rp 90,000.00 = Rp 148,500.00 1.400 Org Tukang besi @ Rp 90,000.00 = Rp 126,000.00 0.333 Org Kepala tukang @ Rp 100,000.00 = Rp 33,300.00




Jumlah (1) + (2) = #REF!

12.16 1 m³ Membuat dinding beton bertulang+bekesting = 150 Kg besi12.16.1 Bahan



336.000 Kg Semen portland @ Rp 1,450.00 = Rp 487,200.00 0.540 M³ Pasir beton @ Rp 185,000.00 = Rp 99,900.00 0.810 M³ Koral beton @ Rp 242,000.00 = Rp 196,020.00 0.160 M³ Meranti bekesting @ Rp 6,821,500.00 = Rp 1,091,440.00 2.800 Lbr Plywood 9 mm @ #REF! = #REF!




Jumlah (1) + (2) = #REF!

12.16 1 m³ Membuat dinding beton bertulang+bekesting = 200 Kg besi12.16.1 Bahan





BIDANG BANGUNAN0.540 M³ Pasir beton @ Rp 185,000.00 = Rp 99,900.00 0.810 M³ Koral beton @ Rp 242,000.00 = Rp 196,020.00 0.105 M³ Meranti bekesting @ Rp 6,821,500.00 = Rp 716,257.50 2.500 Lbr Plywood 9 mm @ #REF! = #REF!




Jumlah (1) + (2) = #REF!


BIDANG BANGUNAN12.17 1 m' Membuat kolom praktis beton bertulang (11 x 11) cm12.17.1 Bahan

0.002 M³ Kayu meranti papan @ Rp 6,821,500.00 = Rp 13,643.00 0.010 Kg Paku biasa 5-12 cm @ Rp 17,200.00 = Rp 172.00 3.052 Kg Besi beton polos @ Rp 8,600.00 = Rp 26,247.20 0.450 Kg Kawat beton @ Rp 16,400.00 = Rp 7,380.00 4.000 Kg Semen portland @ Rp 1,450.00 = Rp 5,800.00 0.006 M³ Pasir beton @ Rp 185,000.00 = Rp 1,110.00


12.17.2 Tenaga0.180 Org Pekerja @ Rp 80,000.00 = Rp 14,400.00 0.020 Org Tukang batu @ Rp 90,000.00 = Rp 1,800.00 0.020 Org Tukang kayu @ Rp 90,000.00 = Rp 1,800.00 0.020 Org Tukang besi @ Rp 90,000.00 = Rp 1,800.00 0.006 Org Kepala tukang @ Rp 100,000.00 = Rp 600.00

0.009 Org Mandor Rp 120,000.00 = Rp 1,080.00 Jumlah (2) = Rp 21,480.00

Jumlah (1) + (2) = Rp 78,010.20

12.18 1 m' Membuat ring balok beton bertulang (11 x 15) cm12.18.1 Bahan

0.003 M³ Kayu meranti papan @ Rp 6,821,500.00 = Rp 20,464.50 0.020 Kg Paku biasa 5-12 cm @ Rp 17,200.00 = Rp 344.00 3.274 Kg Besi beton polos @ Rp 8,600.00 = Rp 28,152.10 0.050 Kg Kawat beton @ Rp 16,400.00 = Rp 820.00 5.500 Kg Semen portland @ Rp 1,450.00 = Rp 7,975.00 0.009 M³ Pasir beton @ Rp 185,000.00 = Rp 1,665.00




Jumlah (1) + (2) = Rp 98,520.60

B. REKAPITULASI BETON STRUKTUR

1. BETON MUTU K 225

1 M3 BETON SLOOF 30/40 161 Kg Besi

1.000 m3 Spesi beton @ Rp 20,963,866.50 = Rp 20,963,866.50

161.000 kg Pembesian @ Rp 10,572.00 = Rp 1,702,092.00

8.000 m2 Begesting beton @ Rp 89,315.00 = Rp 714,520.00

Jumlah = Rp 23,380,478.50





Jumlah = Rp 24,288,576.50





Jumlah = Rp 23,759,976.50





Jumlah = Rp 23,442,816.50

BIDANG BANGUNAN 1 M3 BETON POER 120 Kg Besi




Jumlah = Rp 22,768,396.50

BIDANG BANGUNAN 1 M3 BETON STRAUS 120 Kg Besi



Jumlah = Rp 22,232,506.50

1 M3 BETON KOLOM 20/20 209 Kg Besi



8.000 m2 Begesting beton @ Rp 168,731.25 = Rp 1,349,850.00

Jumlah = Rp 24,523,264.50





Jumlah = Rp 24,406,972.50





Jumlah = Rp 24,428,116.50



BIDANG BANGUNAN146.000 kg Pembesian @ Rp 10,572.00 = Rp 1,543,512.00


Jumlah = Rp 23,857,228.50

1 M3 BETON BALOK 20/30 230 Kg Besi




Jumlah = Rp 25,185,061.50





Jumlah = Rp 24,856,569.00





Jumlah = Rp 25,004,577.00





Jumlah = Rp 25,225,828.50

1 M3 BETON LISTPLANK 90 Kg Besi


90.000 kg Pembesian @ Rp 10,572.00 = Rp 951,480.00

BIDANG BANGUNAN12.000 m2 Begesting beton @ Rp 159,315.00 = Rp 1,911,780.00

Jumlah = Rp 23,827,126.50

1 M3 BETON DINDING 110 Kg Besi




Jumlah = Rp 24,038,566.50

1 M3 BETON PLAT LANTAI 136 Kg Besi




Jumlah = Rp 25,213,844.88

2. BETON MUTU K 300





Jumlah = Rp 23,473,205.90





Jumlah = Rp 24,381,303.90



BIDANG BANGUNAN180.000 kg Pembesian @ Rp 10,572.00 = Rp 1,902,960.00


Jumlah = Rp 23,852,703.90





Jumlah = Rp 23,535,543.90

1 M3 BETON POER 120 Kg Besi




Jumlah = Rp 22,861,123.90

1 M3 BETON STRAUS 120 Kg Besi



Jumlah = Rp 22,325,233.90





Jumlah = Rp 24,615,991.90





BIDANG BANGUNANJumlah = Rp 24,499,699.90





Jumlah = Rp 24,520,843.90





Jumlah = Rp 23,949,955.90





Jumlah = Rp 25,277,788.90





Jumlah = Rp 24,949,296.40





Jumlah = Rp 25,097,304.40

BIDANG BANGUNAN





Jumlah = Rp 25,318,555.90

1 M3 BETON LISTPLANK 90 Kg Besi


90.000 kg Pembesian @ Rp 10,572.00 = Rp 951,480.00


Jumlah = Rp 23,919,853.90

1 M3 BETON DINDING 110 Kg Besi




Jumlah = Rp 24,131,293.90

1 M3 BETON PLAT LANTAI 136 Kg Besi




Jumlah = Rp 25,306,572.28

1.16 1 m' Pasang pagar beton pracetak ( 5 x 50 x 213 ) cm1.16.1 Bahan

0.986 Lbr Panel beton pracetak @ Rp - = Rp - 0.525 Btg Kolom beton pracetak @ Rp - = Rp - 0.074 M³ Pasir beton @ Rp 185,000.00 = Rp 13,690.00 0.146 M³ Koral beton @ Rp 242,000.00 = Rp 35,332.00

45.000 Kg Semen Portland @ #REF! = #REF!

BIDANG BANGUNAN Jumlah (1) = #REF!1.16.2 Tenaga

0.125 Org Tukang batu @ Rp 90,000.00 = Rp 11,250.00 0.375 Org Pekerja @ Rp 80,000.00 = Rp 30,000.00 0.012 Org Kepala tukang @ Rp 100,000.00 = Rp 1,200.00


Jumlah (1) + (2) = #REF!

BIDANG BANGUNAN

3. ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING

3.1 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 1 Ps3.1.1 Bahan

140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 600.00 = Rp 84,000.00 64.030 Kg Semen portland @ #REF! = #REF!




Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!

3.3. 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 3 Ps3.3.1 Bahan





Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!


140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 600.00 = Rp 84,000.00

BIDANG BANGUNAN





Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!

3.7 1 m² Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 Ps3.7.1 Bahan

140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 600.00 = Rp 84,000.00 10.080 Kg Semen portland @ #REF! = #REF!0.0925 M³ Pasir pasang @ Rp 134,800.00 = Rp 12,469.00

0.0275 M³ Kapur @ = Rp - Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

3.8 1 m² Pasangan bata merah tebal ½ bata, 1 Pc : 2 Ps3.8.1 Bahan





Jumlah (1) + (2) = #REF!





BIDANG BANGUNAN

0.100 Org Tukang batu @ Rp 90,000.00 = Rp 9,000.00 0.010 Org Kepala tukang @ Rp 100,000.00 = Rp 1,000.00


Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!

BIDANG BANGUNAN

3.14 1 m² Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Kp : 10 Ps3.14.1 Bahan

140.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 600.00 = Rp 84,000.00 4.500 Kg Semen portland @ #REF! = #REF!0.050 M³ Pasir pasang @ Rp 134,800.00 = Rp 6,740.00

0.015 M³ Kapur padam @ Rp - = Rp - Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

3.15 1 m² Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 1 Ps3.15.1 Bahan

70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 600.00 = Rp 42,000.00 0.018 Kg Semen merah @ = Rp - 0.018 M³ Pasir pasang @ Rp 134,800.00 = Rp 2,426.40

0.018 M³ Kapur padam @ Rp - = Rp - Jumlah (1) = Rp 44,426.40



Jumlah (1) + (2) = Rp 80,226.40

3.16 1 m² Pasangan bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 2 Ps3.16.1 Bahan

70.000 Bh Bata merah 5 x 11 x 22 cm @ Rp 600.00 = Rp 42,000.00 0.014 Kg Semen merah @ = Rp - 0.028 M³ Pasir pasang @ Rp 134,800.00 = Rp 3,774.40

0.014 M³ Kapur padam @ Rp - = Rp - Jumlah (1) = Rp 45,774.40



Jumlah (1) + (2) = Rp 81,574.40

3.17 1 m² Dinding Hollowblock (HB) 20, campuran spesi 1 Pc : 3 Ps3.17.1 Bahan

12.500 Bh HB 20 @ = Rp - 30.320 Kg Semen portland @ #REF! = #REF!


0.280 Kg @ = Rp - Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!


Besi angkur f 8 mm

BIDANG BANGUNAN



0.280 Kg @ Rp - = Rp - Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!







Jumlah (1) + (2) = #REF!







Jumlah (1) + (2) = #REF!







Jumlah (1) + (2) = #REF!



Besi angkur f 8 mm

Besi angkur f 8 mm

Besi angkur f 8 mm

Besi angkur f 8 mm

BIDANG BANGUNAN





Jumlah (1) + (2) = #REF!

Besi angkur f 8 mm

BIDANG BANGUNAN

3.23 1 m² Pasangan dinding bataco 1 Pc : 3 Ps3.23.1 Bahan

12.500 Bh Bataco @ Rp 2,900.00 = Rp 36,250.00 10.450 Kg Semen portland @ #VALUE! = #VALUE!

0.038 M³ Pasir pasang @ Rp 134,800.00 = Rp 5,122.40 Jumlah (1) = #VALUE!



Jumlah (1) + (2) = #VALUE!

3.24 1 m² Pasangan dinding roster / terawang (12 x 11 x 24) cm, campuran spesi 1PC:3PP3.24.1 Bahan

30.000 Bh Roster / terawang @ Rp 4,100.00 = Rp 123,000.00 14.000 Kg Semen portland @ #REF! = #REF!




Jumlah (1) + (2) = #REF!

3.25 1 m² Pasangan dinding roster / terawang (12 x 11 x 24) cm, campuran spesi 1PC : 4PP3.25.1 Bahan

30.000 Bh Roster / terawang @ Rp 4,100.00 = Rp 123,000.00 11.000 Kg Semen portland @ #REF! = #REF!




Jumlah (1) + (2) = #REF!

3.26 1 m² Pasangan dinding bata berongga ekspose uk.(5 x 11 x 24) cm, campuran spesi 1PC : 3PS3.26.1 Bahan

70.000 Bh Bata berongga ekspose @ Rp 4,100.00 = Rp 287,000.00 14.000 Kg Semen portland @ #REF! = #REF!




Jumlah (1) + (2) = #REF!

BIDANG BANGUNAN

4. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI

4.1 1 m³ Pasang pondasi batu belah, 1 Pc : 3 Ps4.1.1 Bahan

1.200 M³ Batu belah 15/20 cm @ Rp 160,000.00 = Rp 192,000.00 202.000 Kg Semen portland @ #REF! = #REF!




Jumlah (1) + (2) = #REF!






Jumlah (1) + (2) = #REF!

4.3 1 m³ Pasang pondasi batu kali, 1 Pc : 6 Ps4.1.1 Bahan





Jumlah (1) + (2) = #REF!

4.4 1 m³ Pasang pondasi batu kali, 1 Pc : 8 Ps4.1.1 Bahan





Jumlah (1) + (2) = #REF!




BIDANG BANGUNAN


1.500 Org Pekerja @ Rp 80,000.00 = Rp 120,000.00 0.600 Org Tukang batu @ Rp 90,000.00 = Rp 54,000.00 0.060 Org Kepala tukang @ Rp 100,000.00 = Rp 6,000.00


Jumlah (1) + (2) = #REF!

4.6 1 m³ Pasang pondasi batu kosong / Aanstampeng4.3.1 Bahan

1.200 M³ Batu belah 15/20 cm @ Rp 160,000.00 = Rp 192,000.00

0.432 M³ Pasir urug @ Rp 130,000.00 = Rp 56,160.00 Jumlah (1) = Rp 248,160.00



Jumlah (1) + (2) = Rp 354,240.00

4.7 1 m³ Pasang pondasi sumuran diameter 100 Cm4.4.1 Bahan



0.468 M³ Koral beton @ Rp 242,000.00 = Rp 113,256.00 Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

4.8 1 m' Pembuatan tiang pancang (40 x 40) Cm, beton bertulang4.5.1 Bahan

0.019 M³ Pasir urug darat @ Rp 130,000.00 = Rp 2,470.00 0.094 M³ Pasir beton @ Rp 185,000.00 = Rp 17,390.00 0.150 M³ Koral beton @ Rp 242,000.00 = Rp 36,300.00 60.50 Kg Semen portland @ #REF! = #REF!45.00 Kg Besi beton @ Rp 8,600.00 = Rp 387,000.00 0.900 Kg Kawat beton @ Rp 16,400.00 = Rp 14,760.00 0.032 M³ Kayu kaso 5/7 @ Rp 5,210,000.00 = Rp 166,720.00 0.120 Kg Paku @ Rp 17,200.00 = Rp 2,064.00 0.090 Lt Minyak bekisting @ Rp 15,000.00 = Rp 1,350.00

0.240 Kg Plamuur tembok @ Rp 25,000.00 = Rp 6,000.00 Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

4.9 1 m' Pembuatan tiang pancang (35 x 35) Cm, beton bertulang4.6.1 Bahan

0.016 M³ Pasir urug darat @ Rp 130,000.00 = Rp 2,080.00 0.080 M³ Pasir beton @ Rp 185,000.00 = Rp 14,800.00 0.125 M³ Koral beton @ Rp 242,000.00 = Rp 30,250.00 49.00 Kg Semen portland @ #REF! = #REF!34.50 Kg Besi beton @ Rp 8,600.00 = Rp 296,700.00

BIDANG BANGUNAN

0.700 Kg Kawat beton @ Rp 16,400.00 = Rp 11,480.00 0.027 M³ Kayu kaso 5/7 @ Rp 5,210,000.00 = Rp 140,670.00 0.120 Kg Paku @ Rp 17,200.00 = Rp 2,064.00 0.090 Lt Minyak bekisting @ Rp 15,000.00 = Rp 1,350.00

0.200 Kg Plamur tembok @ Rp 25,000.00 = Rp 5,000.00 Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

BIDANG BANGUNAN

1. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN

1.1 1 m' Pagar sementara dari kayu tinggi 2 meter1.1.1 Bahan

1.250 Btg @ Rp 4,000.00 = Rp 5,000.00 2.500 Kg Semen Portland @ #REF! = #REF!0.005 M³ Pasir beton @ Rp 185,000.00 = Rp 925.00 0.009 M³ Koral beton @ Rp 242,000.00 = Rp 2,178.00 0.072 M³ Kayu 5/7 @ Rp 5,210,000.00 = Rp 375,120.00 0.060 Kg Paku biasa 2" - 5" @ Rp 17,200.00 = Rp 1,032.00

0.400 Lt Residu @ Rp 18,500.00 = Rp 7,400.00 Jumlah (1) = #REF!

1.1.2 Tenaga0.200 Org Tukang kayu @ Rp 90,000.00 = Rp 18,000.00 0.400 Org Pekerja @ Rp 80,000.00 = Rp 32,000.00 0.020 Org Kepala tukang @ Rp 100,000.00 = Rp 2,000.00


Jumlah (1) + (2) = #REF!

1.2 1 m' Pagar sementara dari seng gelombang tinggi 2 meter1.2.1 Bahan

1.250 Btg @ Rp 4,000.00 = Rp 5,000.00 2.500 Kg Semen Portland @ #REF! = #REF!1.200 Lbr Seng gelombang 3" - 5" @ Rp 100,000.00 = Rp 120,000.00 0.005 M³ Pasir beton @ Rp 185,000.00 = Rp 925.00 0.009 M³ Koral beton @ Rp 242,000.00 = Rp 2,178.00 0.072 M³ Kayu 5/7 @ Rp 5,210,000.00 = Rp 375,120.00 0.060 Kg Paku biasa 2" - 5" @ Rp 17,200.00 = Rp 1,032.00

0.450 Kg Meni besi @ Rp 35,900.00 = Rp 16,155.00 Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

1.3 1 m' Pagar sementara dari kawat duri tinggi 1.8 meter1.3.1 Bahan

1.000 Btg @ Rp 4,000.00 = Rp 4,000.00 2.000 Kg Semen Portland @ #REF! = #REF!

25.000 Kg Kawat duri @ Rp 15,000.00 = Rp 375,000.00 0.005 M³ Pasir beton @ Rp 185,000.00 = Rp 925.00 0.009 M³ Koral beton @ Rp 242,000.00 = Rp 2,178.00

0.060 Kg Paku biasa 2" - 5" @ Rp 17,200.00 = Rp 1,032.00 Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

1.4 1 m' Pengukuran dan pemasangan bouwplank 1.4.1 Bahan

0.012 M³ Kayu 5/7 @ Rp 5,210,000.00 = Rp 62,520.00 0.020 Kg Paku biasa 2" - 5" @ Rp 17,200.00 = Rp 344.00

0.007 M³ Kayu papan 3/20 meranti @ Rp 6,821,500.00 = Rp 47,750.50

Dolken kayu f 8-10/400 cm



BIDANG BANGUNAN

Jumlah (1) = Rp 110,614.50 1.4.2 Tenaga

0.100 Org Tukang kayu @ Rp 90,000.00 = Rp 9,000.00 0.100 Org Pekerja @ Rp 80,000.00 = Rp 8,000.00 0.010 Org Kepala tukang @ Rp 100,000.00 = Rp 1,000.00


Jumlah (1) + (2) = Rp 129,214.50

1.5 1 m² Pembuatan kantor sementara, dengan lantai plesteran1.5.1 Bahan

0.180 M³ Kayu @ Rp 5,210,000.00 = Rp 937,800.00 0.850 Kg Paku biasa @ Rp 17,200.00 = Rp 14,620.00 1.100 Kg Besi strip @ Rp 9,000.00 = Rp 9,900.00

35.000 Kg Semen Portland @ #REF! = #REF!0.150 M³ Pasir pasang @ Rp 134,800.00 = Rp 20,220.00 0.100 M³ Pasir beton @ Rp 185,000.00 = Rp 18,500.00 0.150 M³ Koral beton @ Rp 242,000.00 = Rp 36,300.00

30.000 Bh Bata merah @ Rp 600.00 = Rp 18,000.00 0.250 Lbr Seng plat @ Rp 30,300.00 = Rp 7,575.00 2.000 Bh Jendela nako @ Rp 19,100.00 = Rp 38,200.00 0.080 M² Kaca polos @ Rp 77,800.00 = Rp 6,224.00 0.150 Bh Kunci tanam @ Rp 100,000.00 = Rp 15,000.00

0.060 Lmb Plywood 4 mm @ Rp 58,800.00 = Rp 3,528.00 Jumlah (1) = #REF!

1.5.2 Tenaga2.000 Org Tukang kayu @ Rp 90,000.00 = Rp 180,000.00 1.000 Org Tukang batu @ Rp 90,000.00 = Rp 90,000.00 2.000 Org Pekerja @ Rp 80,000.00 = Rp 160,000.00 0.300 Org Kepala tukang @ Rp 100,000.00 = Rp 30,000.00


Jumlah (1) + (2) = #REF!

1.6. 1 m² Pembuatan gudang semen dan alat - alat1.6.1 Bahan

0.210 M³ Kayu @ Rp 5,210,000.00 = Rp 1,094,100.00 0.300 Kg Paku biasa @ Rp 17,200.00 = Rp 5,160.00

10.500 Kg Semen Portland @ #REF! = #REF!0.030 M³ Pasir beton @ Rp 185,000.00 = Rp 5,550.00 0.050 M³ Koral beton @ Rp 242,000.00 = Rp 12,100.00

1.500 Lbr Seng gelombang BJLS 30 @ Rp 100,000.00 = Rp 150,000.00 Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

BIDANG BANGUNAN

1.7 1 m² Pembuatan rumah jaga / konstruksi kayu1.7.1 Bahan

0.276 M³ Kayu @ Rp 5,210,000.00 = Rp 1,437,960.00 0.700 Kg Paku biasa @ Rp 17,200.00 = Rp 12,040.00

1.500 Lbr Seng gelombang BJLS 30 @ Rp 100,000.00 = Rp 150,000.00 Jumlah (1) = Rp 1,600,000.00



Jumlah (1) + (2) = Rp 1,836,000.00

1.8 1 m² Membersihkan lapangan dan perataan1.8.1 Tenaga

0.100 Org Pekerja @ Rp 80,000.00 = Rp 8,000.00

0.050 Org Mandor @ Rp 120,000.00 = Rp 6,000.00 Jumlah = Rp 14,000.00

1.9 1 m2 Pembuatan bedeng buruh1.9.1 Bahan

1.250 Btg @ Rp 4,000.00 = Rp 5,000.00 0.186 M³ Kayu @ Rp 5,210,000.00 = Rp 969,060.00 0.300 Kg Paku biasa @ Rp 17,200.00 = Rp 5,160.00

18.000 Kg Semen Portland @ #REF! = #REF!0.030 M³ Pasir beton @ Rp 185,000.00 = Rp 5,550.00 0.050 M³ Koral beton @ Rp 242,000.00 = Rp 12,100.00 1.500 Lbr Seng gelombang BJLS 32 @ Rp 100,000.00 = Rp 150,000.00

1.350 Lbr Plywood 4 mm @ Rp 58,800.00 = Rp 79,380.00 Jumlah (1) = #REF!



Jumlah (1) + (2) = #REF!

1.10 1 m² Pembuatan bak adukan ukuran ( 40 x 50 x 20 ) cm1.10.1 Bahan

0.036 M³ Kayu terentang @ Rp 5,210,000.00 = Rp 187,560.00 0.080 Kg Paku biasa @ Rp 17,200.00 = Rp 1,376.00

1.000 Btg Kaso 5/7 @ Rp 5,210,000.00 = Rp 5,210,000.00 Jumlah (1) = Rp 5,398,936.00

1.10.2 Tenaga0.300 Org Tukang kayu @ Rp 90,000.00 = Rp 27,000.00


Jumlah (1) + (2) = Rp 5,426,116.00

1.11 1 m² Pembuatan stegger dari bambu, ukuran (40 x 50 x 20) cm1.11.1 Bahan

1.000 Btg @ Rp 8,100.00 = Rp 8,100.00

0.250 Kg Tali ijuk @ = Rp - Jumlah (1) = Rp 8,100.00

1.11.2 Tenaga0.017 Org Tukang kayu @ Rp 90,000.00 = Rp 1,530.00 0.250 Org Pekerja @ Rp 80,000.00 = Rp 20,000.00 0.002 Org Kepala tukang @ Rp 100,000.00 = Rp 200.00

0.013 Org Mandor @ Rp 120,000.00 = Rp 1,560.00


Bambu f 6 - 8/600 cm

BIDANG BANGUNAN


ANALISA 2015-Wilayah II + ANALISA PERPIPAAN & SUMUR DALAM

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