rab bengkel

Download RAB bengkel

Post on 20-Jul-2015

256 views

Category:

Documents

31 download

Embed Size (px)

TRANSCRIPT

NO 1

U R

1 2 3 4 5 6 7

1 2 3 4 5 67

Tanah urug

6 7 8 9 10

11

12

13

14

15 16 17 18 19 20 20 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59

60 61 62 63 64 65 66 67 68

U R A I A N 2 I. SATUAN UPAH Mandor Kepala Tukang Tukang Kayu Tukang Batu Tukang Besi Tukang Cat Pekerja II. SATUAN BAHAN Batu kali Pasir Pasangan Kerikil Beton Pasir Urug Urugan Sirtu Pasir beton Tanah urug Semen ( 40 Kg ) Batu Bata Kayu dolken Kayu glugu Kayu jati Papan Balok Reng Kayu kamper Papan Balok Reng Kayu bangkirai Papan Balok Reng Kayu kruing Papan Balok Reng Kayu meranti Papan Balok Reng

SATUAN 3

SATUAN ( Rp. ) 4

KETERANGAN 5

Hari Hari Hari Hari Hari Hari Hari

100,000 60,000 60,000 60,000 60,000 60,000 40,000

M3 M3 M3 M3 M3 M3 M3 Zak Bh M3 M3 M3 M3 m1 M3 M3 m1 M3 M3 m1 M3 M3 m1 M3 M3 m1

135,000 136,500 227,500 100,000 150,000 160,000 40,000 50,000 1,300 1,750,000 4,550,000 15,000,000 14,000,000 6,000 10,725,000 9,425,000 3,250 10,000,000 9,500,000 4,000 8,775,000 7,410,000 2,600 8,000,000 7,500,000 3,000

Besi Beton Kg Kawat Beton Kg Besi Paku Kg Plywood 1200 x 2400 x 4mm Lbr Lem kayu kg Melamin kg Pinu PVC set Paku Triplek Kg Cat kayu Kg Cat besi Kg Cat tembok Kg Menie kayu Kg Plamur tembok Kg Dompul Kayu Kg Semen putih Zak Tepung Affa Kg Amplas m Minyak Cat / Thiner Kg Genteng bh Bubungan bh tegel 20 x 20 cm M2 Keramik 10 x 20 cm M2 Plint keramik 10 x 20 cm bh Kloset duduk / Monoblok (toto) bh Kran Sower bh Kran air bh Floor drain bh Rooster bh Saklar 1 pijitan Ttk Stop Kontak Bh Box Panel 20x40x50 unit MCB 16 A bh Rel MCB m1 Ground Rod (Galvanist) btg Lampu SL 40 Watt Bh Lampu bohlam 5 watt Bh Kabel NYM 3 x 2.5 PRIMA 50mrol Kabel NYM 2 x 2.5 PRIMA 50mrol Pipa PVC 3/4" btg Pipa PVC 1/2" btg Pipa PVC 3" btg Melamin Lack Kg Les 1 x 4 Btg Lambrisering Btg Kaca tebal 5 mm M2 Kaca tebal 3 mm M2 Les kaca M'

15,600 16,900 12,000 110,500 20,000 65,000 300,000 15,600 49,400 49,400 18,000 20,800 13,000 19,500 87,100 6,000 3,000 18,850 2,600 6,000 60,000 40,000 2,500 800,000 50,000 35,500 27,500 6,000 12,000 12,000 505,076 62,348 68,250 11,550 52,000 4,000 160,000 145,000 33,000 24,000 88,000 37,500 4,500 25,000 55,000 40,000 500

5,655,000.00

Kunci Pintu set Slot Pintu bh Engsel Pintu 4" Bh Hendel Jendela set Grendel Jendela Bh Hak angin Bh Engsel Jendela 3" psg Bilik bambu m2 Wiremesh 6 mm 5,4 x 2,1 lbr LMBR

250,000 20,000 17,500 15,000 15,000 15,000 30,000 40,000 600,000

DAFTAR ANALISA HARGA SATUANI PEKERJAAN PERSIAPAN

RSNI T-12-2002-B4

1 m Pengukuran dan pemasangan bouwplank Kayu kasau 5/7 Paku Kayu 2"-5" Kayu Papan Bouwplank 3/20 Tukang Pekerja Kepala Tukang Mandor 0.012 0.020 0.007 0.100 0.100 0.010 0.005 M3 Kg M3 Oh Oh Oh Oh x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. 1,750,000.00 12,000.00 2,000,000.00 60,000.00 40,000.00 60,000.00 100,000.00 Jumlah Dibulatkan = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 21,000.00 240.00 14,000.00 6,000.00 4,000.00 600.00 500.00 46,340.00 46,340.00

II

PEKERJAAN TANAH

SNI DT-91-0006-2007-6.1

1 M3 Galian tanah biasa - Pekerja - Mandor

0.750 0.025

Oh Oh

x Rp. x Rp.

40,000.00 100,000.00 Jumlah Dibulatkan

= = =

Rp. Rp. Rp. Rp

30,000.00 2,500.00 32,500.00 32,500.00

SNI DT-91-0006-2007-6.9

1 M3 Urugan kembali tanah bekas galian - Pekerja - Mandor

0.250 0.008

Oh Oh

x Rp. x Rp.

40,000.00 100,000.00 Jumlah Dibulatkan

= = =

Rp. Rp. Rp. Rp

10,000.00 800.00 10,800.00 10,800.00

SNI DT-91-0006-2007-6.16

1 M3 Urugan Tanah bawah lantai - Tanah Timbun/Urug pasir - Pekerja - Mandor

1.200 0.300 0.010

M3 Oh Oh

x Rp. x Rp. x Rp.

100,000.00 40,000.00 100,000.00 Jumlah Dibulatkan

Rp Rp Rp Rp Rp

120,000.00 12,000.00 1,000.00 133,000.00 133,000.00

SNI DT-91-0006-2007-6.11

1 M3 Urugan pasir - Pasir urug - Pekerja - Mandor

1.200 0.300 0.010

M3 Oh Oh

x Rp. x Rp. x Rp.

100,000.00 40,000.00 100,000.00 Jumlah Dibulatkan

= = = = =

Rp. Rp. Rp. Rp. Rp.

120,000.00 12,000.00 1,000.00 133,000.00 133,000.00

III PEKERJAAN PONDASISNI DT-91-0007-2007-6.9

1 M3 Pasang Aanstamping batu gunung/kali - Batu Gunung/Kali - Pasir urug - Pekerja - Tukang - Kepala Tukang - Mandor

1.200 0.432 0.780 0.390 0.039 0.039

M3 M3 Oh Oh Oh Oh

x x x x x x

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

135,000.00 100,000.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = =

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

162,000.00 43,200.00 31,200.00 23,400.00 2,340.00 3,900.00 266,040.00 266,040.00

SNI DT-91-0007-2007-6.2

1 M3 Pasang pondasi batu gunung/kali, 1 Pc : 4 Ps - Batu Gunung/Kali 1.200 - Semen Portland 163.000 - Pasir Pasang 0.520 - Pekerja 1.500 - Tukang 0.600 - Kepala Tukang 0.060 - Mandor 0.075

M3 Kg M3 Oh Oh Oh Oh

x x x x x x x

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

135,000.00 1,300.00 136,500.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = =

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

162,000.00 211,900.00 70,980.00 60,000.00 36,000.00 3,600.00 7,500.00 551,980.00 551,980.00

IV1 M3 -

PEKERJAAN BETONBeton mutu f'c = 14,5 Mpa (K175), slump (12 2) cm, w/c = 0,68 760 Kg x Kerikil Beton (Maximum 30 mm) 1.029 Kg x Semen Portland 326.000 Kg x Air 215.000 Liter x Pekerja 1.650 OH x Tukang 0.275 OH x Kepala Tukang 0.028 OH x Mandor 0.083 OH xPasir Beton

SNI DT-91-0008-2007-6.5

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

150.00 200.00 1,300.00 300.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = = =

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

114,000 205.80 423,800.00 64,500.00 66,000.00 16,500.00 1,680.00 8,300.00 694,985.80 694,985.00

SNI DT-91-0008-2007-6.9

1 M Membuat beton, 1bertulang :fc' Kr 14,5 MPa ( K-175) memakai wiremesh 6mm Pekerjaan beton Pc : 3 Ps 6 = - Beton cor fc' 24 (K-275) 1.000 Kg x Rp. 694,985.00 - Tulangan WIREMESH 6mm 1.000 M x Rp. 5,291.01 - Cetakan memakai papan ( 10 m2 ) 1.000 M x Rp. 652,025.00 - Membongkar cetakan 1.000 Oh x Rp. 88,000.00 Jumlah DibulatkanSNI DT-91-0008-2007-6.17

= = = = = =

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

694,985.00 5,291.01 652,025.00 88,000.00 1,618,306.01 1,618,306.00

1 Kg Pembesian dengan besi polos - Besi beton polos - Kawat beton - Pekerja - Tukang - Kepala tukang - Mandor

1.050 0.050 0.007 0.007 0.0007 0.0004

Kg Kg Oh Oh Oh Oh

x x x x x x

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

15,600.00 16,900.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = =

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

16,380.00 845.00 280.00 420.00 42.00 40.00 18,007.00 18,007.00

SNI DT-91-0008-2007-6.21

1 M Pasang bekisting untuk sloof - Kayu Bekisting - Paku Kayu - Minyak bekisting - Pekerja - Tukang - Kepala tukang - Mandor

0.045 0.300 0.100 0.300 0.260 0.026 0.005

M Kg Lt Oh Oh Oh Oh

x x x x x x x

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

4,550,000.00 12,000.00 10,000.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = =

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

204,750.00 3,600.00 1,000.00 12,000.00 15,600.00 1,560.00 500.00 239,010.00 239,010.00

SNI DT-91-0008-2007-6.22

1 M Pasang bekisting untuk kolom - Kayu Bekisting - Paku Kayu - Minyak bekisting - Balok kayu bekisting - Multiplek tebal 9 mm - Pekerja - Tukang - Kepala tukang - Mandor

0.040 0.400 0.200 0.015 0.350 0.300 0.330 0.033 0.006

M Kg Lt M Lbr Oh Oh Oh Oh

x x x x x x x x x

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

1,750,000.00 12,000.00 10,000.00 1,750,000.00 110,500.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = = = =

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

70,000.00 4,800.00 2,000.00 26,250.00 38,675.00 12,000.00 19,800.00 1,980.00 600.00 176,105.00 176,105.00

SNI DT-91-0008-2007-6.23

1 M Pasang bekisting untuk balok - Kayu bekisting - Paku Kayu - Minyak bekisting - Balok kayu bekisting - Multiplek tebal 9 mm - Pekerja - Tukang - Kepala tukang - Mandor

0.020 0.400 0.200 0.011 0.350 0.300 0.330 0.033 0.006

M Kg Lt M Lbr Oh Oh Oh Oh

x x x x x x x x x

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

1,750,000.00 12,000.00 10,000.00 1,750,000.00 110,500.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = = = =

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

35,000.00 4,800.00 2,000.00 19,250.00 38,675.00 12,000.00 19,800.00 1,980.00 600.00 134,105.00 134,105.00

Pekerjaan lain-lain - Membongkar dan menyiram beton

1.000

Ls

x Rp.

40,000.00 Jumlah Dibulatkan

= = =

Rp. Rp. Rp.

40,000.00 40,000.00 40,000.00

V PEKERJAAN DINDINGSNI DT-91-0009-2007-6.7

1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps - Batu bata 70.000 - Semen portland 18.950 - Pasir pasang 0.038 - Pekerja 0.300 - Tukang 0.100 - Kepala Tukang 0.010 - Mandor 0.015

Bh Kg M3 Oh Oh Oh Oh

x x x x x x x

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

1,300.00 50,000.00 136,500.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = =

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

91,000.00 947,500.00 5,187.00 12,000.00 6,000.00 600.00 1,500.00 1,063,787.00 1,063,787.00

SNI DT-91-0009-2007-6.9

1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps - Batu bata 70.000 - Semen portland 11.500 - Pasir pasang 0.043 - Pekerja 0.300 - Tukang 0.100 - Kepala Tukang 0.010 - Mandor 0.015

Bh Kg M3 Oh Oh Oh Oh

x x x x x x x

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

1,300.00 1,300.00 136,500.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = =

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

91,000.00 14,950.00 5,869.50 12,000.00 6,000.00 600.00 1,500.00 131,919.50 131,919.00

VI PEKERJAAN PLESTERANSNI DT-91-0010-2007-6.2

1 M2 -

Plesteran 1 Pc : 2 Ps, tebal 15 mm Semen portland Pasir pasang Pekerja Tukang Kepala Tukang Mandor

8.520 0.017 0.200 0.150 0.015 0.010

Kg M3 Oh Oh Oh Oh

x x x x x x

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

1,300.00 136,500.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = =

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

11,076.00 2,320.50 8,000.00 9,000.00 900.00 1,000.00 32,296.50 32,296.00

SNI DT-91-0010-2007-6.4

Pasangan dinding batu gunung, campuran spesi 1 PC : 5 PP 1 M2 Plesteran 1 Pc : 4 Ps, tebal 15 mm - Batu gunung 1.100 bh 0.2420 sak - Portland Cement 3 - Pasir pasang 0.040 m - Tukang batu 1.1 oh - Kepala tukang batu 0.11 oh - Pekerja 5.5 oh - Mandor 0.275 oh

x x x x x x x

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

27,000.00 50,000.00 125,000.00 60,000.00 60,000.00 40,000.00 100,000.00 Dibulatkan

= = = = = = = =

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

29,700.00 12,100.00 5,000.00 66,000.00 6,600.00 220,000.00 339,400.00 339,400.00

VII PEKERJAAN KAYUSNI DT-91-0011-2007-6.1 Membuat dan memasang 1 M3 kusen pintu - Balok kayu kelas I - Lem kayu - Paku 10 cm - Pekerja - Tukang - Kepala tukang - Mandor 1.100 1.000 1.250 6.000 20.000 2.000 0.300 M3 kg Kg Oh Oh Oh Oh x x x x x x x Rp. 14,000,000.00 Rp. 20,000.00 Rp. 12,000.00 Rp. 125,000.00 Rp. 60,000.00 Rp. 60,000.00 Rp. 40,000.00 Jumlah Dibulatkan = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 15,400,000.00 20,000.00 15,000.00 750,000.00 1,200,000.00 120,000.00 12,000.00 17,517,000.00 17,517,000.00

SNI DT-91-0011-2007-6.5 Membuat dan Memasang 1 M2 Daun Pintu Panel kayu kelas I, atau II 0.040 M3 - Papan Kayu 0.500 - Lem Kayu Kg 1.000 - Pekerja OH 2.500 - Tukang OH 0.250 - Kepala Tukang OH 0.050 - Mandor OH x x x x x x Rp. 15,000,000.00 Rp. 20,000.00 Rp. 125,000.00 Rp. 60,000.00 Rp. 60,000.00 Rp. 40,000.00 Jumlah Dibulatkan = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 600,000.00 10,000.00 125,000.00 150,000.00 15,000.00 2,000.00 902,000.00 902,000.00

SNI DT-91-0011-2007-6.6 Membuat dan memasang 1 m2 pintu dan jendela kaca - Papan Kayu - Paku 5 cm - 7 cm - Pekerja - Tukang - Kepala Tukang - Mandor 0.024 0.300 0.800 2.000 0.200 0.040 M3 Kg OH OH OH OH x x x x x x Rp. 15,000,000.00 Rp. 12,000.00 Rp. 125,000.00 Rp. 60,000.00 Rp. 60,000.00 Rp. 40,000.00 Jumlah Dibulatkan = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 360,000.00 3,600.00 100,000.00 120,000.00 12,000.00 1,600.00 597,200.00 597,200.00

SNI DT-91-0011-2007-6.13 1 M Pasang Konstruksi Kuda-kuda Kayu - Kayu kelas I, Balok - Besi Strip tebal 5 mm - Paku biasa 12 cm - Tukang kayu - Kepala tukang - Pekerja - Mandor

1.10 15.00 5.60 12.00 1.20 4.00 0.20

M3 kg kg Oh Oh Oh Oh

x x x x x x x

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

9,500,000.00 15,600.00 12,000.00 60,000.00 60,000.00 125,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = = = =

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

10,450,000.00 234,000.00 67,200.00 720,000.00 72,000.00 500,000.00 8,000.00 12,051,200.00 12,051,200.00

SNI - 3434-2008-6.15 1 m3' konstruksi gordeng, kayu kelas II Balok kayu 1.100 15.000 3.000 2.400 7.200 0.720 0.120 m3

-

Besi strip tebal 5 mm Paku 12 cm Pekerja Tukang kayu Kepala tukang Mandor

kgmkg OH OH OH OH

x x x x x x x

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

9,500,000.00 15,600.00 12,000.00 125,000.00 60,000.00 60,000.00 40,000.00

Jumlah Dibulatkan

= = = = = = = = =

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

10,450,000.00 234,000.00 36,000.00 300,000.00 432,000.00 43,200.00 4,800.00 11,500,000.00 11,500,000.00

VIII PEKERJAAN PENUEUP LANTAI DAN DINDINGSNI DT-91-0012-2007-6.36

1 M2 Pasang lantai keramik anti slip 20 x 20 cm - Keramik 20 x 20 cm - Semen portland - Pasir pasang - Semen warna - Pekerja - Tukang - Kepala tukang - Mandor

25.000 10.400 0.045 1.620 0.700 0.350 0.035 0.035

bh Kg M3 Kg Oh Oh Oh Oh

x x x x x x x x

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

2,500.00 1,300.00 136,500.00 1,300.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = = = = =

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

62,500.00 13,520.00 6,142.50 2,106.00 87,500.00 21,000.00 2,100.00 1,400.00 196,268.50 196,268.00

SNI DT-91-0012-2007-6.66 1 M2 Pasang dinding keramik 20 x 10 cm - Keramik 20 x 25 cm - Semen portland - Pasir pasang - Semen warna - Pekerja - Tukang - Kepala tukang - Mandor 50.000 9.300 0.018 1.500 0.600 0.450 0.045 0.030 bh Kg M3 Kg Oh Oh Oh Oh x x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 800.00 1,300.00 136,500.00 1,300.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan = = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 40,000.00 12,090.00 2,457.00 1,950.00 75,000.00 27,000.00 2,700.00 1,200.00 162,397.00 162,397.00

SNI DT-91-0012-2007-6.64

1 M Pasang plint dinding keramik 10 x 20 cm - Plint ubin PC warn - PC - PP - Semen warna - Pekerja - Tukang batu - Kepala tukang Mandor

5.300 1.140 0.003 0.100 0.090 0.090 0.009

Buah kg m3 kg OH OHOH OH

0.005

x x x x x x x x

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

2,500.00 1,300.00 136,500.00 1,300.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = = = = =

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

13,250.00 1,482.00 409.50 130.00 11,250.00 5,400.00 540.00 200.00 32,661.50 32,661.00

IX PEKERJAAN LANGIT-LANGITSNI DT 91-0013-2007-6.5 Memasang 1 M2 Langit-langit Tripleks + rangka - Paku tripleks - Rangka kayu/kaso-kaso - Tripleks 4 mm - Pekerja - Tukang - Kepala Tukang - Mandor 0.060 Kg x 0.012 M3 x 0.375 Lembar x 0.100 OH x 0.100 OH x 0.010 OH x 0.004 OH x Rp. Rp. Rp. Rp. Rp. Rp. Rp. 15,600.00 4,550,000.00 110,500.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 936.00 54,600.00 41,437.50 12,500.00 6,000.00 600.00 160.00 116,233.50 116,233.00

1M -

Mengerjakan papan ruiter kayu bengkirai 2/20 Papan kayu bengkirai Paku biasa 2" - 5" Pekerja Tukang kayu Kepala tukang kayu Mandor

0.0040 0.0200 0.0280 0.0800 0.0080 0.0014

m3 Kg Oh Oh Oh Oh

x x x x x x

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

10,000,000.00 12,000.00 40,000.00 60,000.00 60,000.00 100,000.00

= = = = = =

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

40,000.00 240.00 1,120.00 4,800.00 480.00 140.00

Jumlah Dibulatkan SNI DT 91-0013-2007-6.10 1 M Pasang Listplank - Papan 2,5x25 cm Kayu Klass II - Paku Kayu - Pekerja - Tukang - Kepala Tukang - Mandor

= =

Rp. Rp.

46,780.00 46,780.00

0.0072 0.0500 1.0100 0.1000 0.0100 0.0050

m3 kg Oh Oh Oh Oh

x x x x x x

Rp. 10,000,000.00 Rp. 12,000.00 Rp. 125,000.00 Rp. 60,000.00 Rp. 60,000.00 Rp. 40,000.00 Jumlah Dibulatkan

= = = = = = = =

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

72,000.00 600.00 126,250.00 6,000.00 600.00 200.00 205,650.00 205,650.00

XI PEKERJAAN PENUTUP ATAPSNI 03-3436-1994-6.1 1 M Pasang Genteng Bubung Genteng Bubung Semen Portland Pasir Pasang Pekerja Tukang kayu Kepala tukang Mandor

5.0000 0.2000 0.0320 0.4000 0.2000 0.0200 0.0020

bh sak m3 oh oh oh oh

x x x x x x

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

6,000.00 50,000.00 125,000.00 40,000.00 60,000.00 60,000.00 100,000.00 Dibulatkan

= = = = = = = =

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

30,000.00 10,000.00 4,000.00 16,000.00 12,000.00 1,200.00 73,200.00 73,200.00

SNI-07-3434-2008-6.16 1 m2 rangka atap genteng keramik, kayu kelas II Kaso-kaso (5 x 7) cm Reng (2 x 3) cm Paku 5 cm dan 10 cm Pekerja Tukang kayu Kepala tukang Mandor

0.014 0.0036 0.25 0.1 0.1 0.01 0.005

m3 m3 kg OH OH OH OH

x x x x x x x

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

9500000 9500000 12,000.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = = = =

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

133,000 34,200 3,000 12,500 6,000 600 200 189,500 189,500

XII PEKERJAAN SANITASIRSNI T-15-2002-B.2 1 Buah kloset jongkok porselen - Kloset Jongkok Porselen - Pasir Pasang - Semen Portland - Pekerja - Tukang - Kepala Tukang - Mandor

1.000 0.010 6.000 1.000 1.500 1.500 0.160

Buah M3 Kg OH OH OH OH

x x x x x x x

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

800,000.00 136,500.00 50,000.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = = = =

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

800,000.00 1,365.00 300,000.00 125,000.00 90,000.00 90,000.00 6,400.00 1,412,765.00 1,412,765.00

RSNI T-15-2002-B.26 Memasang 1 M' Pipa PVC tipe AW 1/2" - Pipa PVC 1/2" - Harga pipa utk Perlengkapan - Pekerja - Tukang - Kepala Tukang

1.100 25.000 0.036 0.060 0.006

M' % OH OH OH

x x x x x

Rp. Rp. Rp. Rp. Rp.

24,000.00 8,250.00 40,000.00 60,000.00 60,000.00

= = = = =

Rp. Rp. Rp. Rp. Rp.

26,400.00 2,062.50 1,440.00 3,600.00 360.00

-

Mandor

0.002

OH

x Rp.

100,000.00 Jumlah Dibulatkan

= = =

Rp. Rp. Rp.

180.00 34,042.50 34,100.00

RSNI T-15-2002-B.26 Memasang 1 M' Pipa PVC tipe AW 3/4" - Pipa PVC 3/4" - Harga pipa utk Perlengkapan - Pekerja - Tukang - Kepala Tukang - Mandor

1.100 25.000 0.036 0.060 0.006 0.0018

M' % OH OH OH OH

x x x x x x

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

33,000.00 8,250.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = = =

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

36,300.00 2,062.50 4,500.00 3,600.00 360.00 72.00 46,894.50 46,894.00

RSNI T-15-2002-B.31 Memasang 1 M' Pipa PVC tipe AW 3" - Pipa PVC tipe AW 3" - Harga pipa utk Perlengkapan - Pekerja - Tukang - Kepala Tukang - Mandor

1.200 30.000 0.081 0.135 0.0135 0.0041

M' % OH OH OH OH

x x x x x x

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

88,000.00 30,800.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = = =

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

105,600.00 9,240.00 10,125.00 8,100.00 810.00 164.00 134,039.00 134,039.00

RSNI T-15-2002-B.35 Memasang 1 Buah Kran " atau " - Kran Air - Seal Tape - Pekerja - Tukang - Kepala Tukang - Mandor

1.000 0.025 0.010 0.100 0.010 0.005

Buah Buah OH OH OH OH

x x x x x x

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

35,500.00 5,000.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = = =

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

35,500.00 125.00 1,250.00 6,000.00 600.00 200.00 43,675.00 43,675.00

RSNIRSNI T-15-2002-B.36 T-15-2002-B.36 Memasang 1 Buah Floor Drain Memasang 1 Buah Floor Drain - Floor Drain - Pekerja - Tukang - Kepala Tukang - Mandor

1.000 0.010 0.100 0.010 0.005

Buah OH OH OH OH

x x x x x

Rp. Rp. Rp. Rp. Rp.

27,500.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = =

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

27,500.00 1,250.00 6,000.00 600.00 200.00 35,550.00 35,550.00

XIII PEKERJAAN KUNCI DAN KACARSNI T-30-200-B.2 1 Buah Kunci Tanam Biasa - Kunci Tanam Biasa

1.000

Buah

x Rp.

250,000.00

=

Rp.

250,000.00

-

Pekerja Tukang Kepala Tukang Mandor

0.010 0.500 0.010 0.005

OH OH OH OH

x x x x

Rp. Rp. Rp. Rp.

125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = =

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

1,250.00 30,000.00 600.00 200.00 282,050.00 282,050.00

RSNI T-30-200-B.5 1 Buah Engsel Pintu - Engsel Pintu - Pekerja - Tukang - Kepala Tukang - Mandor

1.000 0.015 0.150 0.015 0.00075

Buah OH OH OH OH

x x x x x

Rp. Rp. Rp. Rp. Rp.

17,500.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = =

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

17,500.00 1,875.00 9,000.00 900.00 30.00 29,305.00 29,305.00

RSNI T-30-200-B.6 1 Buah Engsel Jendela Kupu - kupu - Engsel Jendela - Pekerja - Tukang - Kepala Tukang - Mandor

1.000 0.010 0.100 0.010 0.0005

Buah OH OH OH OH

x x x x x

Rp. Rp. Rp. Rp. Rp.

30,000.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = =

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

30,000.00 1,250.00 6,000.00 600.00 20.00 37,870.00 37,870.00

RSNI T-30-200-B.9 1 Buah Kait Angin Jendela - Kait Angin - Pekerja - Tukang - Kepala Tukang - Mandor

1.000 0.015 0.150 0.015 0.00075

Buah OH OH OH OH

x x x x x

Rp. Rp. Rp. Rp. Rp.

15,000.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = =

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

15,000.00 1,875.00 9,000.00 900.00 30.00 26,805.00 26,805.00

RSNI T-30-200-B.26 1 Buah Hak Tarikan Jendela - Tarikan Jendela - Pekerja - Tukang - Kepala Tukang - Mandor

1.000 0.015 0.150 0.015 0.00075

Buah OH OH OH OH

x x x x x

Rp. Rp. Rp. Rp. Rp.

15,000.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = =

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

15,000.00 1,875.00 9,000.00 900.00 30.00 26,805.00 26,805.00

RSNI T-30-200-B.25 1 Buah Pacok Jendela - Pacok Jendela - Pekerja - Tukang - Kepala Tukang - Mandor

1.000 0.020 0.200 0.020 0.00075

Buah OH OH OH OH

x x x x x

Rp. Rp. Rp. Rp. Rp.

15,000.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = =

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

15,000.00 2,500.00 12,000.00 1,200.00 30.00 30,730.00 30,730.00

RSNI T-30-200-B.17 1 M2 Pasang Kaca tebal 5 mm - Kaca tebal 5 mm - Pekerja - Tukang - Kepala Tukang - Mandor

1.100 0.015 0.150 0.015 0.00075

M2 OH OH OH OH

x x x x x

Rp. Rp. Rp. Rp. Rp.

55,000.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan

= = = = = = =

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

60,500.00 1,875.00 9,000.00 900.00 30.00 72,305.00 72,305.00

XIV PEKERJAAN PENGECATANPT. T-38-2000-C-B8 1 M2 Pengecatan Bidang Kayu - Cat Meni - Plamir - Cat Dasar - Cat Kayu - Pekerja - Tukang - Kepala Tukang - Mandor 0.200 0.150 0.170 0.260 0.070 0.009 0.006 0.0025 Kg Kg Kg Kg OH OH OH OH x x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 20,800.00 19,500.00 49,400.00 49,400.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan = = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 4,160.00 2,925.00 8,398.00 12,844.00 8,750.00 540.00 360.00 100.00 38,077.00 38,077.00

PT. T-38-2000-C-B14 1 M2 Pengecatan Tembok Baru - Plamir - Cat Dasar - Cat Tembok - Pekerja - Tukang - Kepala Tukang - Mandor 0.100 0.100 0.260 0.020 0.063 0.0063 0.0025 Kg Kg Kg OH OH OH OH x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. 13,000.00 18,000.00 18,000.00 125,000.00 60,000.00 60,000.00 40,000.00 Jumlah Dibulatkan = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 1,300.00 1,800.00 4,680.00 2,500.00 3,780.00 378.00 100.00 14,538.00 14,538.00

#REF! #REF!

#REF! #REF!

Rekapitulasi Pekerjaan BetonSuplemen 1 1 m3 Beton bertulang sloof 18 x 25 cm SNI DT-91-0008-2007-6.5 1.000 SNI DT-91-0008-2007-6.17 140.000 SNI DT-91-0008-2007-6.21 11.100 Pekerjaan lain-lain 1.000

m3 kg m2 ls

x x x x

Rp. Rp. Rp. Rp.

Suplemen 2 1 m3 Beton bertulang kolom 25 x 25 cm SNI DT-91-0008-2007-6.5 1.000 SNI DT-91-0008-2007-6.17 114.000 SNI DT-91-0008-2007-6.22 10.000 Pekerjaan lain-lain 1.000

m3 kg m2 ls

x x x x

Rp. Rp. Rp. Rp.

Suplemen 3 1 m3 Beton bertulang kolom 18 x 18 cm SNI DT-91-0008-2007-6.5 1.000 SNI DT-91-0008-2007-6.17 160.000 SNI DT-91-0008-2007-6.22 11.110 Pekerjaan lain-lain 1.000

m3 kg m2 ls

x x x x

Rp. Rp. Rp. Rp.

Suplemen 4 1 m3 Beton bertulang kolom 15 x 15 cm SNI DT-91-0008-2007-6.5 1.000 SNI DT-91-0008-2007-6.17 110.000 SNI DT-91-0008-2007-6.22 11.000 Pekerjaan lain-lain 1.000

m3 kg m2 ls

x x x x

Rp. Rp. Rp. Rp.

Suplemen 5 1 m3 Beton bertulang kolom 13 x 13 cm 1.000 SNI DT-91-0008-2007-6.5 SNI DT-91-0008-2007-6.17 200.000 18.180 SNI DT-91-0008-2007-6.22 1.000 Pekerjaan lain-lain

m3 kg m2 ls

x x x x

Rp. Rp. Rp. Rp.

Suplemen 6 1 m3 Beton bertulang kolom 11 x 11 cm 1.000 SNI DT-91-0008-2007-6.5 SNI DT-91-0008-2007-6.17 330.000

m3 kg

x x

Rp. Rp.

-

SNI DT-91-0008-2007-6.22 Pekerjaan lain-lain

13.330 1.000

m2 ls

x x

Rp. Rp.

Suplemen 7 1 m3 Beton bertulang balok latai/top gavel 13/15 cm 1.000 m3 SNI DT-91-0008-2007-6.5 kg SNI DT-91-0008-2007-6.17 200.000 18.180 m2 SNI DT-91-0008-2007-6.23 1.000 ls Pekerjaan lain-lain

x x x x

Rp. Rp. Rp. Rp.

Suplemen 8 1 m3 Beton bertulang ring balok 15/20 cm 1.000 SNI DT-91-0008-2007-6.5 SNI DT-91-0008-2007-6.17 170.000 13.330 SNI DT-91-0008-2007-6.23 1.000 Pekerjaan lain-lain

m3 kg m2 ls

x x x x

Rp. Rp. Rp. Rp.

Suplemen 9

I unit pintu kamar SNI DT-91-0011-2007-6.1 SNI DT-91-0011-2007-6.5 PT. T-38-2000-C-B8 -

0.0217 m3 1.68 m3 4.67 m2

x x x

Rp. Rp. Rp.

694,985 18,007.00 119,505.00 40,000.00 Jumlah Dibulatkan

= = = = = =

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

694,985.00 2,520,980.00 1,326,505.50 40,000.00 4,582,470.50 4,582,471.00

694,985.00 18,007.00 88,052.50 40,000.00 Jumlah Dibulatkan

= = = = = =

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

694,985.00 2,052,798.00 880,525.00 40,000.00 3,668,308.00 3,668,308.00

694,985.00 18,007.00 88,052.50 40,000.00 Jumlah Dibulatkan

= = = = = =

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

694,985.00 2,881,120.00 978,263.28 40,000.00 4,594,368.28 4,594,368.00

694,985.00 18,007.00 88,052.50 40,000.00 Jumlah Dibulatkan

= = = = = =

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

694,985.00 1,980,770.00 968,577.50 40,000.00 3,684,332.50 3,684,333.00

694,985.00 18,007.00 88,052.50 40,000.00 Jumlah Dibulatkan

= = = = = =

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

694,985.00 3,601,400.00 1,600,794.45 40,000.00 5,937,179.45 5,937,179.00

694,985.00 18,007.00

= =

Rp. Rp.

694,985.00 5,942,310.00

88,052.50 40,000.00 Jumlah Dibulatkan

= = = =

Rp. Rp. Rp. Rp.

1,173,739.83 40,000.00 7,851,034.83 7,851,034.00

694,985.00 18,007.00 134,105.00 40,000.00 Jumlah Dibulatkan

= = = = = =

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

694,985.00 3,601,400.00 2,438,028.90 40,000.00 6,774,413.90 6,774,413.00

694,985.00 18,007.00 134,105.00 40,000.00 Jumlah Dibulatkan

= = = = = =

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

694,985.00 3,061,190.00 1,787,619.65 40,000.00 5,583,794.65 5,583,794.00

17,517,000.00 = 902,000.00 = 38,077.00 = Jumlah Dibulatkan

= =

Rp. Rp. Rp. Rp. Rp.

380,118.90 1,515,360.00 177,819.59 2,073,298.49 2,073,298.00

NO 1 1

URAIAN PEKERJAAN 2 A. PEKERJAAN PERSIAPAN Pasangan Bouwplank B PEKERJAAN PONDASI Galian tanah bawah pondasi Urugan kembali tanah bawah pondasi Lapisan pasir bawah pondasi Aanstamping batu kali Pasangan pondasi batu belah C. PEKERJAAN BETON Sloof beton 15/20 Kolom 15/15 cm Ring balok 15/20 cm Rabat lantai beton D. PEKERJAAN PASANGAN & PLESTERAN Pasangan dinding batu gunung, campuran spesi 1 PC : 5 PP Pasangan batu bata 1 PC : 4 PS E. PEK. RANGKA ATAP & PENUTUP ATAP Rangka kuda kuda kayu konstruksi gording penutup atap Lesplang papan 2/25 Bubung genteng Ruiter F. PEK. KOSEN, PINTU, JENDELA & KUNCI Pintu fin. Melamin lack Pintu toilet fiber Kunci Pintu Slot Pintu Engsel Pintu G. PEKERJAAN LANTAI Pasang keramik 20x20 pasang keramik dinding 10/20 H. PEKERJAAN LANGIT-LANGIT Plafond bambu dengan rangka kayu I. PEKERJAAN LISTRIK

VOLUME 3 72.00

SAT 4 m'

ANALISA 5 RSNI T-12-2002-B4

HARGA SATUAN (Rp) 6 46,340.00 Jumlah

1 2 3 4 5

70.56 23.52 3.92 15.68 28.67

m3 m3 m3 m3 m3

SNI DT-91-0006-2007-6.1 SNI DT-91-0006-2007-6.9 SNI DT-91-0006-2007-6.11 SNI DT-91-0007-2007-6.9 SNI DT-91-0007-2007-6.2

133,000.00 10,800.00 133,000.00 266,040.00 551,980.00 Jumlah 3,684,333.00 3,684,333.00 5,583,794.00 1,618,306.00 Jumlah 339,400.00 131,919.00 Jumlah 12,051,200.00 11,500,000.00 189,500.00 205,650.00 73,200.00 46,780.00 Jumlah 2,073,298.00 300,000.00 282,050.00 20,000.00 29,305.00 Jumlah 196,268.00 162,397.00 Jumlah 116,233.00 Jumlah 100,000 505,076 62,348 68,250 11,550 52,000 4,000 Jumlah

1 2 3 4

2.21 1.46 2.21 16.80

m3 m3 m3 m3

Suplemen 4 Suplemen 4 Suplemen 8 SNI DT-91-0008-2007-6.9

1 2

101.30 55.50

m2 m2

SNI DT-91-0010-2007-6.4 SNI DT-91-0009-2007-6.9

1 2 3 4 5 6

0.59 0.77 214.64 8.50 26.00 26

m3 m3 m2 m1 m m

SNI DT-91-0011-2007-6.13 SNI - 3434-2008-6.15 SNI 03-3436-1994-6.1 SNI DT 91-0013-2007-6.10 SNI 03-3436-1994-6.1 SNI DT 91-0013-2007-6.10

1 2 3 4 5

4.00 3.00 4.00 8.00 12.00

unit unit buah buah buah

Suplemen 9 taksir RSNI T-30-200-B.2 taksir RSNI T-30-200-B.5

1 2

18.00 81.00

m3 m3

SNI DT-91-0012-2007-6.36 SNI DT-91-0012-2007-6.66

1

112.00

m2

SNI DT 91-0013-2007-6.5

1 2 3 4 5 6 7

Pas. Titik lampu Box Panel 20x40x50 MCB 16 A Rel MCB Ground Rod (Galvanist) Lampu SL 20 watt Lampu bohlam 5 wattJ. PEKERJAAN SANITASI Pipa PVC air bersih 3/4 " Pipa PVC air bersih 1/2" Pipa PVC air kotor 3" Pek. Kloset duduk Pek. Kran air

27 titik 1 2 0.9 2 10 3 unit bh m1 btg titik titik

taksir taksir taksir taksir taksir taksir taksir

1 2 3 4 5

5.000 3.000 3.000 3.000 5.000

btg btg btg bh bh

RSNI T-15-2002-B.26 RSNI T-15-2002-B.26 RSNI T-15-2002-B.31 RSNI T-15-2002-B.2 RSNI T-15-2002-B.35

46,894.00 34,100.00 134,039.00 1,412,765.00 43,675.00 Jumlah

REKAPITULASIA B C D E F G H I J PEKERJAAN PERSIAPAN PEKERJAAN PONDASI PEKERJAAN BETON PEKERJAAN PASANGAN & PLESTERAN PEKERJAAN RANGKA ATAP & PENUTUP ATAP PEK. KOSEN, PINTU, JENDELA & KUNCI PEKERJAAN LANTAI PEKERJAAN LANGIT-LANGIT PEKERJAAN LISTRIK PEKERJAAN SANITAIR RP RP RP RP RP RP RP RP RP RP Jumlah Jasa Ppn 10% 3,336,480.00 30,156,629.80 53,049,227.65 41,702,724.50 60,290,713.00 10,833,052.00 16,686,981.00 13,018,096.00 3,946,297.00 5,195,557.00 238,215,757.95 23,821,575.80 23,821,575.80

RUMAH TYPE-36

pph 1.5% ToTAL

3,573,236.37 289,432,145.91

RUMAH TYPE-36

JUMLAH HARGA (Rp) 7 3,336,480.00 3,336,480.00 9,384,480.00 254,016.00 521,360.00 4,171,507.20 15,825,266.60 30,156,629.80 8,142,375.93 5,379,126.18 12,340,184.74 27,187,540.80 53,049,227.65 34,381,220.00 7,321,504.50 41,702,724.50 7,110,208.00 8,855,000.00 40,674,280.00 1,748,025.00 1,903,200.00 1,216,280.00 60,290,713.00 8,293,192.00 900,000.00 1,128,200.00 160,000.00 351,660.00 10,833,052.00 3,532,824.00 13,154,157.00 16,686,981.00 13,018,096.00 13,018,096.00 2,700,000.00 505,076.00 124,696.00 61,425.00 23,100.00 520,000.00 12,000.00 3,946,297.00 234,470.00 102,300.00 402,117.00 4,238,295.00 218,375.00 5,195,557.00

RUMAH TYPE-36

RUMAH TYPE-36