Rencana Anggaran Pelaksanaan Pembangunan Klinik PKU Ponjong

Proyek -
Lokasi Ponjong

No Pekerjaan Koef Vol Sat Harga Satuan Total Upah Total upah + Bahan
I Pekerjaan Persiapan 1.77%
1 Uitzet + Bowplank Lt.01 120.00 m2 Rp 17,000.00 Rp 2,040,000.00
Kaso\Glgugu 0.007 0.84 m3 Rp 3,800,000.00 Rp 3,192,000.00
Papan 1 120.00 lbr Rp 20,000.00 Rp 2,400,000.00
Paku 0.1 12.00 kg Rp 20,000.00 Rp 240,000.00
Benang 0.1 12.00 roll Rp 3,000.00 Rp 36,000.00
2 Uitzet + Bowplank Lt.02 0.00 m2 Rp 17,000.00 Rp -
Kaso\Glgugu 0.007 0.00 m3 Rp 3,500,000.00 Rp -
Papan 1 0.00 lbr Rp 20,000.00 Rp -
Paku 0.1 0.00 kg Rp 20,000.00 Rp -
Benang 0.1 0.00 roll Rp 3,000,000.00 Rp -
II Pekerjaan Galian & Urug Bawah Pondasi 3.02%
1 Galian Tanah Pondasi Foot Plate 56.00 m3 Rp 65,000.00 Rp 3,640,000.00
2 Galian Tanah Pondasi Stall m3 Rp 50,000.00 Rp -
3 Urug Pasir Bawah Pondasi 4.60 m3 Rp 11,000.00 Rp 50,600.00
Urug Pasir Bawah Pondasi 1 4.60 m3 Rp 250,000.00 Rp 1,150,000.00
4 Urug Tanah Peil Lantai 60.00 m3 Rp 10,000.00 Rp 600,000.00
(Tanah Urug Mendatangkan) 60.00 m3 Rp 90,000.00 Rp 5,400,000.00

II Pekerjaan Sumur + Septicktank 0.59%

1. Sumur Bor ls Rp 2,500,000.00 Rp -
(PipaEx Wavin 2 Batang atau 8m)

2. Sumur Peresapan Air Hujan 1.00 ls

Material + Upah Subkon bis beton 80 2 2.00 m' Rp 350,000.00 Rp 700,000.00
pc 2.26 2.26 zak Rp 45,000.00 Rp 101,700.00
pasir 0.68 0.68 m3 Rp 250,000.00 Rp 170,000.00
besi d=8mm 2 2.00 btg Rp 50,000.00 Rp 100,000.00
bendrat 0.12 0.12 kg Rp 22,000.00 Rp 2,640.00

2. Septik tank 1.00 ls Rp 750,000.00 Rp 750,000.00

batu bata 605 605.00 bh Rp 750.00 Rp 453,750.00
pc 2.26 2.26 zak Rp 45,000.00 Rp 101,700.00
pasir 0.68 0.68 m3 Rp 250,000.00 Rp 170,000.00
besi d = 8mm 2 2.00 ljr Rp 50,000.00 Rp 100,000.00
bendrat 0.1 0.10 kg Rp 22,000.00 Rp 2,200.00

III Pekerjaan Beton Bawah 8.26%

1 Beton Foot Plate 5.07 m3 Rp 575,000.00 Rp 2,915,250.00

pc 8.4 42.59 zak Rp 45,000.00 Rp 1,916,460.00
pasir 0.495 2.51 m3 Rp 250,000.00 Rp 627,412.50
Split 0.7 3.55 m3 Rp 290,000.00 Rp 1,029,210.00
Besi D=12mm 4.21 21.34 ljr Rp 110,000.00 Rp 2,347,917.00
Besi D=10mm 2.5 12.68 ljr Rp 81,000.00 Rp 1,026,675.00
bendrat 1.1 5.58 kg Rp 22,000.00 Rp 122,694.00
papan 10 50.70 lbr Rp 20,000.00 Rp 1,014,000.00
paku 0.5 2.54 kg Rp 20,000.00 Rp 50,700.00

2 Lantai kerja tebal 10cm 0.85 m3 Rp 250,000.00 Rp 211,250.00

pc 8.4 7.10 zak Rp 45,000.00 Rp 319,410.00
No Pekerjaan Koef Vol Sat Harga Satuan Total Upah Total upah + Bahan
pasir 1.18 1.00 m3 Rp 250,000.00 Rp 249,275.00
papan 10 8.45 lbr Rp 20,000.00 Rp 169,000.00
paku 0.5 0.42 kg Rp 20,000.00 Rp 8,450.00

3 Kolom Struktur bawah Sloof K.1 (40x40cm) 2.40 m3 Rp 875,000.00 Rp 2,100,000.00

pc 8.4 20.16 zak Rp 45,000.00 Rp 907,200.00
pasir 0.495 1.19 m3 Rp 250,000.00 Rp 297,000.00
split 0.7 1.68 m3 Rp 290,000.00 Rp 487,200.00
besi d= 12mm 12.75 30.60 ljr Rp 100,000.00 Rp 3,060,000.00
besi d= 6mm 9.5 22.80 ljr Rp 50,000.00 Rp 1,140,000.00
bendrat 2.4 5.76 kg Rp 22,000.00 Rp 126,720.00
kaso 5/7(glugu) 0.1 0.24 m3 Rp 3,500,000.00 Rp 840,000.00
papan 30 72.00 lbr Rp 20,000.00 Rp 1,440,000.00
paku 2.36 5.66 kg Rp 20,000.00 Rp 113,280.00

4 Sloof Struktur (0.2*0.3) S.1 2.88 m3 Rp 885,000.00 Rp 2,548,800.00

pc 8.4 24.19 zak Rp 45,000.00 Rp 1,088,640.00
pasir 0.495 1.43 m3 Rp 250,000.00 Rp 356,400.00
split 0.7 2.02 m3 Rp 290,000.00 Rp 584,640.00
besi d= 12mm 10.951 31.54 ljr Rp 100,000.00 Rp 3,153,888.00
besi d= 8mm 7.765 22.36 ljr Rp 50,000.00 Rp 1,118,160.00
bendrat 2.4 6.91 kg Rp 22,000.00 Rp 152,064.00
kaso 5/7(glugu) 0.1 0.29 m3 Rp 3,500,000.00 Rp 1,008,000.00
papan 30 86.40 lbr Rp 20,000.00 Rp 1,728,000.00
paku 2.36 6.80 kg Rp 20,000.00 Rp 135,936.00
5 Sloof Struktur (0.15*0.3) S.km 0.60 m3 Rp 885,000.00 Rp 531,000.00
pc 8.4 5.04 zak Rp 45,000.00 Rp 226,800.00
pasir 0.495 0.30 m3 Rp 250,000.00 Rp 74,250.00
split 0.7 0.42 m3 Rp 290,000.00 Rp 121,800.00
besi d= 12mm 10.951 6.57 ljr Rp 100,000.00 Rp 657,060.00
besi d= 8mm 7.765 4.66 ljr Rp 50,000.00 Rp 232,950.00
bendrat 2.4 1.44 kg Rp 22,000.00 Rp 31,680.00
kaso 5/7(glugu) 0.1 0.06 m3 Rp 3,500,000.00 Rp 210,000.00
papan 30 18.00 lbr Rp 20,000.00 Rp 360,000.00
paku 2.36 1.42 kg Rp 20,000.00 Rp 28,320.00

IV Pekerjaan Pondasi Pasangan 1:8 & Rollag 5.01%

1 Pasangan pondasi 1:8 40.60 m3 Rp 110,000.00 Rp 4,466,000.00
batu kali 1 40.60 m3 Rp 250,000.00 Rp 10,150,000.00
pc 1.6 64.96 zak Rp 45,000.00 Rp 2,923,200.00
pasir 0.382 15.51 m3 Rp 250,000.00 Rp 3,877,300.00

2 Pondasi Rollag bata 32.00 m' Rp 11,500.00 Rp 368,000.00

batu bata 19 608.00 bj Rp 750.00 Rp 456,000.00
pc 0.037 1.18 zak Rp 45,000.00 Rp 53,280.00
pasir 0.008 0.26 m3 Rp 250,000.00 Rp 64,000.00

IV Pekerjaan Beton Tengah 13.77%

1 Pasangan Bata 1:8 252.00 m2 Rp 35,000.00 Rp 8,820,000.00
batu bata 75 18,900.00 bj Rp 750.00 Rp 14,175,000.00
pc 0.214 53.93 zak Rp 45,000.00 Rp 2,426,760.00
pasir 0.065 16.38 m3 Rp 250,000.00 Rp 4,095,000.00

2 Beton Kolom Struktur Atas Sloof K.1 (0,3*0,30) 3.60 m3 Rp 885,000.00 Rp 3,186,000.00
pc 8.4 30.24 zak Rp 45,000.00 Rp 1,360,800.00
No Pekerjaan Koef Vol Sat Harga Satuan Total Upah Total upah + Bahan
pasir 0.495 1.78 m3 Rp 250,000.00 Rp 445,500.00
split 0.7 2.52 m3 Rp 290,000.00 Rp 730,800.00
besi d= 12mm 9.151 32.94 ljr Rp 100,000.00 Rp 3,294,360.00
besi d= 8mm 7.765 27.95 ljr Rp 50,000.00 Rp 1,397,700.00
bendrat 2.4 8.64 kg Rp 22,000.00 Rp 190,080.00
kaso 5/7(glugu) 0.1 0.36 m3 Rp 3,500,000.00 Rp 1,260,000.00
papan 30 108.00 lbr Rp 20,000.00 Rp 2,160,000.00
paku 2.36 8.50 kg Rp 20,000.00 Rp 169,920.00

3 Beton Kolom Struktur Atas Sloof K.2 (0,15*0,2) 4.08 m3 Rp 885,000.00 Rp 3,610,800.00
pc 8.4 34.27 zak Rp 45,000.00 Rp 1,542,240.00
pasir 0.495 2.02 m3 Rp 250,000.00 Rp 504,900.00
split 0.7 2.86 m3 Rp 290,000.00 Rp 828,240.00
besi d= 12mm 9.151 37.34 ljr Rp 100,000.00 Rp 3,733,608.00
besi d= 8mm 7.765 31.68 ljr Rp 50,000.00 Rp 1,584,060.00
bendrat 2.4 9.79 kg Rp 22,000.00 Rp 215,424.00
kaso 5/7(glugu) 0.1 0.41 m3 Rp 3,500,000.00 Rp 1,428,000.00
papan 30 122.40 lbr Rp 20,000.00 Rp 2,448,000.00
paku 2.36 9.63 kg Rp 20,000.00 Rp 192,576.00
4 Balok Latei 10/12 33.00 m' Rp 14,000.00 Rp 462,000.00
pc 0.098 3.23 zak Rp 45,000.00 Rp 145,530.00
pasir 0.014 0.46 m3 Rp 250,000.00 Rp 115,500.00
besi d 8 0.348 11.48 ljr Rp 50,000.00 Rp 574,200.00
begel 8/8 0.198 6.53 kg Rp 20,000.00 Rp 130,680.00
bendrat 0.036 1.19 kg Rp 22,000.00 Rp 26,136.00
papan cor 0.33 10.89 lbr Rp 20,000.00 Rp 217,800.00
paku 0.01 0.33 kg Rp 20,000.00 Rp 6,600.00

V Pekerjaan Plesteran Acian Lantai 1 10.70%

1 Plesteran 1:8 Lt.1 504.00 m2 Rp 30,000.00 Rp 15,120,000.00
pc 0.111 55.94 zak Rp 45,000.00 Rp 2,517,480.00
pasir kali 0.063 31.75 m3 Rp 250,000.00 Rp 7,938,000.00

2 Plesteran 1:8 Lt.2 m2 Rp 10,500.00 Rp -

pc 0.111 0.00 zak Rp 45,000.00 Rp -
pasir kali 0.063 0.00 m3 Rp 250,000.00 Rp -

3 Acian PC:mill 1:2 Lt. 1 504.00 m2 Rp 20,000.00 Rp 10,080,000.00

pc 0.22 110.88 zak Rp 45,000.00 Rp 4,989,600.00
mill 0.44 221.76 zak Rp 9,000.00 Rp 1,995,840.00

4 Acian PC:mill 1:2 Lt. 2 0.00 m2 Rp 8,500.00 Rp -

pc 0.22 0.00 zak Rp 50,000.00 Rp -
mill 0.44 0.00 zak Rp 9,000.00 Rp -

5 Plester Aci kolom lt 1 m2 Rp 45,000.00 Rp -

pc 0.333 0.00 zak Rp 45,000.00 Rp -
pasir kali 0.063 0.00 m3 Rp 250,000.00 Rp -
mill 0.44 0.00 zak Rp 9,000.00 Rp -

6 Sponengan Luar Lt.1 167.40 m' Rp 12,000.00 Rp 2,008,800.00

pc 0.04 6.70 zak Rp 45,000.00 Rp 301,320.00

7 Sponengan dalam 127.20 m' Rp 9,000.00 Rp 1,144,800.00

No Pekerjaan Koef Vol Sat Harga Satuan Total Upah Total upah + Bahan
8 Plester Aci Plat Topi Topi 39.84 m2 Rp 30,000.00 Rp 1,195,200.00
pc 0.101 4.02 zak Rp 45,000.00 Rp 181,072.80
pasir kali 0.023 0.92 m3 Rp 250,000.00 Rp 229,080.00
mill 0.22 8.76 zak Rp 9,000.00 Rp 78,883.20

VII Pekerjaan Plat Dag, Balok, dan Tangga 16.11%

1 Balok struktur 30/20 (BK) 3.72 m3 Rp 965,000.00 Rp 3,589,800.00
pc 8.4 31.25 zak Rp 45,000.00 Rp 1,406,160.00
pasir 0.495 1.84 m3 Rp 250,000.00 Rp 460,350.00
split 0.7 2.60 m3 Rp 290,000.00 Rp 755,160.00
besi d= 12mm 9.52 35.41 ljr Rp 100,000.00 Rp 3,541,440.00
besi d= 8mm 7.765 28.89 ljr Rp 50,000.00 Rp 1,444,290.00
bendrat 2.4 8.93 kg Rp 22,000.00 Rp 196,416.00
kaso 5/7(glugu) 0.1 0.37 m3 Rp 3,500,000.00 Rp 1,302,000.00
papan 30 111.60 lbr Rp 20,000.00 Rp 2,232,000.00
paku 2.36 8.78 kg Rp 20,000.00 Rp 175,584.00

2 Plat Lantai 12mm 12.48 m3 Rp 835,000.00 Rp 10,420,800.00

pc 8.4 104.83 zak Rp 45,000.00 Rp 4,717,440.00
pasir kali 0.495 6.18 m3 Rp 250,000.00 Rp 1,544,400.00
split 0.7 8.74 m3 Rp 290,000.00 Rp 2,533,440.00
besi d 8 23.18 289.29 ljr Rp 50,000.00 Rp 14,464,320.00
bendrat 0.5 6.24 kg Rp 22,000.00 Rp 137,280.00
Tryplex 9mm 3.3332 41.60 lbr Rp 120,000.00 Rp 4,991,800.32
glugu 0.376 4.69 m3 Rp 3,500,000.00 Rp 16,423,680.00
paku 2 24.96 kg Rp 13,000.00 Rp 324,480.00
bambu 8.5 106.08 ljr Rp 12,000.00 Rp 1,272,960.00

VII Pekerjaan Pasangan Beton Tengah Lt. II 0.00%

VIII Pekerjaan Atap 0.00%

IX Pekerjaan Plafond + Partisi 3.18%

1 Plafon Gypsum Ruangan Rangka Hollo Galvanis 108.00 m2
(Subkon Bahan Dan Tenaga) 108.00 m2 Rp 120,000.00 Rp 12,960,000.00
2 List Plafond Tipe C.07 70.00 m' Rp 18,000.00 Rp 1,260,000.00

X Pekerjaan Komplemen + Ornamen GRC 0.20%

1 Batu Alam RTA 4.50 m2 Rp 55,000.00 Rp 247,500.00

RTA 1.1 4.95 m2 Rp 120,000.00 Rp 594,000.00
pc 0.14 0.63 zak Rp 45,000.00 Rp 28,350.00
Semen nat 0.14 0.63 bks Rp 10,000.00 Rp 6,300.00
pasir kali 0.031 0.14 m3 Rp 250,000.00 Rp 34,875.00

6 Paving Halaman Depan m2 Rp 17,000.00 Rp -

paving abu abu K.300 Nuscon 1 0.00 m2 Rp 92,000.00 Rp -
pasir pasang 0.05 0.00 m3 Rp 250,000.00 Rp -

XI Pekerjaan Sanitasi 4.35%

1 Pipa Air Kotor 3" 154.00 m' Rp 6,000.00 Rp 924,000.00
pipa Wavin D 3" 0.27 41.58 ljr Rp 95,000.00 Rp 3,950,100.00
Asesories + Lem 0.25 38.50 ls Rp 36,000.00 Rp 1,386,000.00
No Pekerjaan Koef Vol Sat Harga Satuan Total Upah Total upah + Bahan
2 Pipa Air Kotor 4" 72.00 m' Rp 6,000.00 Rp 432,000.00
pipa Wavin D 4" 0.27 48.00 ljr Rp 130,000.00 Rp 6,240,000.00
Asesories + Lem 0.25 18.00 ls Rp 36,000.00 Rp 648,000.00

3 Pipa Air Bersih Main Line 1" 75.00 m' Rp 5,000.00 Rp 375,000.00
Pipa Wavin 1" 0.27 20.25 ljr Rp 37,000.00 Rp 749,250.00
Asesories + Lem 0.25 18.75 ls Rp 25,000.00 Rp 468,750.00

4 Water Torn 1.00 bh Rp 75,000.00 Rp 75,000.00

Tandon Air Ex Penguin 300lt 1 1.00 bh Rp 1,800,000.00 Rp 1,800,000.00
Radar Air 1 1.00 bh Rp 55,000.00 Rp 55,000.00
Asesories + Lem 1 1.00 bh Rp 65,000.00 Rp 65,000.00

5 Kran Air Ex Onda Setara 4.00 bh Rp 35,000.00 Rp 140,000.00

Kran Air Onda 1 8.00 bh Rp 35,000.00 Rp 280,000.00
Asesories + Lem 1 8.00 ls Rp 15,000.00 Rp 120,000.00
wash tufel 2 2.00 bh Rp 850,000.00 Rp 1,700,000.00
XII Pekerjaan Dapur & Kamar Mandi 2.35%
1 KM/WC 2.00 bh Rp 1,150,000.00 Rp 2,300,000.00
Keramik Lantai 20x20 3 6.00 dus Rp 60,000.00 Rp 360,000.00
Keramik Dinding 20x40 11 22.00 dus Rp 95,000.00 Rp 2,090,000.00
Listelo 24 48.00 pcs Rp 12,000.00 Rp 576,000.00
pc 1.94 3.88 zak Rp 52,000.00 Rp 201,760.00
batu bata 0 0.00 bj Rp 600.00 Rp -
Semen Nat 5 10.00 bks Rp 10,000.00 Rp 100,000.00
Pasir Kali 0.5 1.00 m3 Rp 65,000.00 Rp 65,000.00
Closed Duduk Amstard 1 2.00 bh Rp 2,100,000.00 Rp 4,200,000.00
Jet waser 1 2.00 bh Rp 90,000.00 Rp 180,000.00
Tempat Sabun 1 2.00 bh Rp 25,000.00 Rp 50,000.00
Floor Drain 1 2.00 bh Rp 45,000.00 Rp 90,000.00
Hand Shower 1 2.00 bh Rp 150,000.00 Rp 300,000.00

XIII Pekerjaan Keramik 12.84%

1 Keramik Lantai Ruang 132.00 m2 Rp 55,000.00 Rp 7,260,000.00
Granit 60x60 Indogres 1.1 145.20 m2 Rp 250,000.00 Rp 36,300,000.00
pc 0.14 18.48 zak Rp 45,000.00 Rp 831,600.00
Semen nat 0.14 18.48 bks Rp 15,000.00 Rp 277,200.00
pasir kali 0.031 4.09 m3 Rp 185,000.00 Rp 757,020.00

2 Keramik Tangga 12.00 m2 Rp 65,000.00 Rp 780,000.00

Keramik 40x40 corak (KIA Setara 1.8 21.60 m2 Rp 65,000.00 Rp 1,404,000.00
pc 0.14 1.68 zak Rp 38,000.00 Rp 63,840.00
Semen nat 0.14 1.68 bks Rp 15,000.00 Rp 25,200.00
pasir kali 0.031 0.37 m3 Rp 185,000.00 Rp 68,820.00
Step Nosing 8x40 Warna Hitam bj

3 Keramik Plint + Tali Air 70.00 m' Rp 21,000.00 Rp 1,470,000.00

Granit 60x60 Indogres 0.09 6.30 dus Rp 250,000.00 Rp 1,575,000.00
pc 0.14 9.80 zak Rp 45,000.00 Rp 441,000.00
semen nat 0.14 9.80 bks Rp 15,000.00 Rp 147,000.00
pasir kali 0.031 2.17 m3 Rp 250,000.00 Rp 542,500.00

4 Rabat Beton Bawah Lantai # 5cm 152.00 m2 Rp 9,000.00 Rp 1,368,000.00

pc 0.22 33.44 zak Rp 45,000.00 Rp 1,504,800.00
pasir kali 0.066 10.03 m3 Rp 250,000.00 Rp 2,508,000.00
No Pekerjaan Koef Vol Sat Harga Satuan Total Upah Total upah + Bahan

XIV Pekerjaan Cat Dinding 3.38%

1 Cat Dinding Dalam 252.00 m2 Rp 8,000.00 Rp 2,016,000.00
Cat Dalam Catylac/setara 0.08 20.16 gln Rp 180,000.00 Rp 3,628,800.00
kuas 0.015 3.78 bh Rp 22,000.00 Rp 83,160.00
tempat cat 0.01 2.52 bh Rp 14,000.00 Rp 35,280.00
lem fox 0.03 7.56 bks Rp 12,000.00 Rp 90,720.00
semen putih 0.12 30.24 kg Rp 2,000.00 Rp 60,480.00

2 Cat Dinding luar 180.40 m2 Rp 8,000.00 Rp 1,443,200.00

Cat Jotashield (Jotun Watershield) 0.11 19.84 gln Rp 320,000.00 Rp 6,350,080.00
Alkali 0.05 9.02 gln Rp 135,000.00 Rp 1,217,700.00
kuas 0.015 2.71 bh Rp 22,000.00 Rp 59,532.00
tempat cat 0.01 1.80 bh Rp 14,000.00 Rp 25,256.00
lem fox 0.03 5.41 bks Rp 12,000.00 Rp 64,944.00
semen putih 0.12 21.65 kg Rp 1,100.00 Rp 23,812.80

XV Pekerjaan Kosen Aluminium 10.50%

1 Kosen Alluminium (Powder Coating 3") 207.40 m' Rp 90,000.00 Rp 18,666,000.00

2 Karet kaca mati 539.24 m' Rp 7,500.00 Rp 4,044,300.00
3 Daun Pintu debel 80+40*200 2.00 set Rp 2,400,000.00 Rp 4,800,000.00
4 Daun Pintu 80x200 1.00 bh Rp 1,600,000.00 Rp 1,600,000.00
5 Daun pintu 70*210) 2.00 bh Rp 1,600,000.00 Rp 3,200,000.00
6 Daun Pintu KM 2.00 bh Rp 1,250,000.00 Rp 2,500,000.00
7 Daun Jendela 8.00 daun Rp 750,000.00 Rp 6,000,000.00
8 kaca mati jendela 60x200 4.00 bh Rp 175,000.00 Rp 700,000.00
9 kaca mati depan 60x100 4.00 bh Rp 160,000.00 Rp 640,000.00
Sun blast 52.50 m2 Rp 90,000.00 Rp 4,725,000.00

XVI Pekerjaan Listrik & Elektrikal 3.48%

1 Penyambungan Daya 2200 1.00 ls Rp 4,000,000.00 Rp 4,000,000.00

2 Titik Lampu TL ARM 250 15.00 ttk Rp 325,000.00 Rp 4,875,000.00

lampu downlight 5.00 ttk Rp 250,000.00 Rp 1,250,000.00
3 Titik Stop Kontak 18.00 ttk Rp 250,000.00 Rp 4,500,000.00

4 Box MCB 2.00 bh Rp 450,000.00 Rp 900,000.00

XVII Pekerjaan Lain Lain 1.08%

1 Harian Tenaga 120.00 m2 Rp 10,000.00 Rp 1,200,000.00

2 Material Lain-lain 120.00 m2 Rp 10,000.00 Rp 1,200,000.00

3 Listrik + Alat Kerja 120.00 m2 Rp 20,000.00 Rp 2,400,000.00

Total Rp 99,889,800.00 Rp 346,603,281.62

Rp 446,493,081.62
Yogyakarta, 16 Agustus 2020
22.37% 78%
Jasa Rp 44,649,308.16
Sub Total Rp 491,142,389.78
Harga Per /m2 Rp 4,092,853.25