HARGA SATUAN JUMLAH
Rp. Rp.
2 PEKERJAAN LANTAI 2
I. PEK. BETON BERTULANG :
1 XIX. 171
21.66 m
3
4,331,560.21 93,821,594.08
2 XIX. 182
6.30 m
3
5,721,551.84 36,045,776.61
3 XIX. 180
0.53 m
3
5,454,928.44 2,891,112.07
4 XIX. 169
2.21 m
3
4,585,423.22 10,133,785.32
5 XIX. 169
0.71 m
3
4,585,423.22 3,255,650.49
6 XIX. 172
1.20 m
3
3,728,192.91 4,473,831.49
7 XIX. 172
0.14 m
3
3,728,192.91 521,947.01
8 XIX. 176
16.00 m
3
4,642,826.08 74,285,217.35
9 XIX. 177
3.06 m
3
4,393,766.31 13,444,924.91
10 XIX. 167
1.76 m
3
3,907,079.01 6,876,459.06
11 XIX. 178
5.04 m
3
5,582,446.25 28,135,529.12
273,885,827.51 II. PEKERJAAN PASANGAN :
1 VIII. 005
379.42 m
2
94,247.76 35,759,484.85
2 X. 006
698.44 m
2
38,585.52 26,949,672.13
3 X. 017
60.40 m
2
58,869.15 3,555,696.95
4 XI. 012
195.78 m
2
108,780.76 21,297,096.92
5 XI. 012
29.37 m
2
108,780.76 3,194,890.88
6 XI. 017
27.30 m
2
107,141.88 2,924,973.38
7 XI. 018
5.85 m
2
83,613.26 489,137.58
8 XI. 018
1.40 m
2
83,613.26 117,058.57
9 XVII. 001
2.00 bh
2,203,175.75 4,406,351.50
10 XVII. 002
1.00 bh
560,225.08 560,225.08
11 XVII. 006
1.00 bh
1,581,398.86 1,581,398.86
12 XVII. 007
3.00 bh
507,752.89 1,523,258.66
13 -
2.00 bh
100,000.00 200,000.00
14 20.00
m
1
450,000.00 9,000,000.00
111,559,245.34 III. PEK.KUSEN,PINTU JENDELA+PLAFOND :
1 -
5.00 Unit
2,783,966.29 13,919,831.47
2 -
1.00 Unit
4,298,332.59 4,298,332.59
3 -
3.00 Unit
609,880.54 1,829,641.61
4 -
24.00 Unit
1,773,657.21 42,567,773.02
5 -
12.00 Unit
957,710.21 11,492,522.57
6 XII. 027
5.85 m
2
87,974.84 514,652.83
7 -
195.78 m
2
121,488.28 23,784,976.12
8 -
186.95 m
1
27,000.00 5,047,650.00
103,455,380.20 IV. PEKERJAAN INSTALASI LISTRIK AIR :
1 XXVII. 004
42.00 ttk
348,459.72 14,635,308.35
2 XXVII. 003
13.00 ttk
282,594.91 3,673,733.83
3 XXVII. 004
7.00 ttk
348,459.72 2,439,218.06
4 -
26.00 bh
100,000.00 2,600,000.00
5 -
25.00 bh
200,000.00 5,000,000.00
6 -
4.00 bh
100,000.00 400,000.00
7 -
XVII. 016 6.00
m
1
17,691.10 106,146.62
XVII. 017 10.00
m
1
22,172.08 221,720.84
XVII. 015 15.00
m
1
15,201.67 228,025.04
8 -
XVII. 021 13.00
m
1
77,152.24 1,002,979.10
XVII. 020 45.50
m
1
44,608.61 2,029,691.62
9 XVII. 023
7.00 bh
48,652.95 340,570.63
10 XVII. 025
3.00 bh
37,922.95 113,768.86
32,791,162.94 V. PEKERJAAN ATAP
1 XIV. 087
301.18 m
2
249,618.84 75,180,203.62
2 -
301.18 m
2
95,888.16 28,879,596.03
3 -
301.18 m
2
45,000.00 13,553,100.00
4 -
35.00 m
1
85,000.00 2,975,000.00
5 XIII. 044
15.00 m
1
133,970.23 2,009,553.49
6 -
36.80 m
2
86,000.00 3,164,800.00
7 XIV. 058
68.00 m
1
52,872.05 3,595,299.54
8 XIX. 171
1.80 m
3
4,331,560.21 7,796,808.37
9 -
34.00 m
1
52,000.00 1,768,000.00
138,922,361.05 VI PEKERJAAN LAIN - LAIN
1 XVIII. 012
758.84 m
2
28,959.02 21,975,265.77
2 XVIII. 028
20.40 m
2
44,959.79 917,179.78
3 XVIII. 034
201.63 m
2
29,904.43 6,029,630.18
4 XVIII. 034
13.09 m
2
29,904.43 391,448.99
5 -
1.00 ls
2,500,000.00 2,500,000.00
6 -
1.00 ls
2,434,009.00 2,434,009.00
7 -
1.00 ls
15,000,000.00 15,000,000.00
8 Instalasi Penangkal Petir + Grounding
- 1.00
ls 14,500,000.00
14,500,000.00 63,747,533.72
Pelaporan , As-Build Drawing dan Dokumentasi Pek. Perapihan Pembersihan.
Profil Ornamen Betawi Pas. Talang Air PVC Kotak 6
Pengecatan Dinding setara ICIDulux Warna Biasa Pengecatan Listplank Setara Glotek
Pengecatan Plafon Setara Metrolith Pengecatan List Plafon Setara Metrolith
Pas. Alumunium Foil Pas. Nok Genteng Model Metal Type butiran
Pas. Talang Patahan Atap Pakai Karpet Water Profing Atap dan Canopy
Pas. Lisplank GRC, Superplank, lebar 30 cm, tebal 5 mm Pek. Dak Atap Beton Beton Ready Mix K 225 Besi 160 kg
Pipa PVC 3 Pipa PVC 2 12
Pas. Kran Air Pas. Floor Drain Ø 3 Lokal
Pas. Rangka Baja Atap Baja Ringan Berikut Gording, Kaso Reng Pas. Genteng Model Metal Type butiran
Pas. Lampu Neon Phillips PL 20 Watt Instalasi Air Bersih
Pipa PVC 34 Pipa PVC 1
Pipa PVC 12 Instalasi Air Kotor Air Hujan
Pas. List Profil Plafond Gypsum 7 CM Pek. Instalasi Titik Lampu 3x2.5 mm Eterna
Pek. Instalasi Stop Kontak 2x2.5 mm Eterna Pek. Instalasi Stop Kontak AC 3x2.5 mm Eterna
Pas. Lampu Neon Phillips TL 40 Watt Pas. Lampu Down Light PL 20 Watt
Kusen pintu P 2 Kusen pintu P 3
Kusen Pintu jendela J 1 Kusen Pintu jendela BV
Pas. Penutup Plafond GRC t=5 mm Rangka Hollow 20x40 Pas. Penutup Plafond Gypsum=9 mm Rangka Hollow 20x40
Pas. Kitchen Zink lengkap Accessories Pas. Bak Mandi Fiber Glass
Pas. Jet Washer Pas.Hand Railling Void Pipa Stainless Steel Ø 2.5
Kusen pintu P 1 Pas. Plint Lantai 2040 warna setara Masterina KW I
Pas. Keramik Dinding 2025 CorakWarna setara Masterina KW II Pas. Keramik Lantai 2020 CorakWarna Setara Masterina KW I
Pas. Keramik Meja Pantry 2020 CorakWarna Setara Masterina KW I Pas. Closet Duduk Setara HCG
Pas. Closet Jongkok Setara Toto Pek. Ring Balok 1520, Beton Ready Mix K-225, Besi = 175 Kg, RB1
Pek. Ring Balok 2040, Beton Ready Mix K-225, Besi =212 Kg, RB2 Pas. Dinding Bata a.d 1:5
Pas. Plesteran Biasa 1:5 + Acian t=15 cm Pas. Plesteran Biasa 1:5 + Acian t=25 cm
Pas. Lantai Keramik 4040 warna setara Masterina KW I Pek. Kolom Praktis 1515, Beton Site Mix K-175, kp
Pek. Balok Lintel 1515, Beton Site Mix K-175, bl Pek. Plat Canopy, Beton Ready Mix K-225, Besi = 88kgm3, Bekisting Multiplex 12 mm
Pek. Meja Pantry, Beton Ready Mix K-225, Besi = 88kgm3, Bekisting Multiplex 12 mm Pek. Balok Induk Struktur2550, Beton Ready Mix K-225, Besi = 150 kgm3, BI
Pek. Balok Anak Struktur2035, Beton Ready Mix K-225, Besi = 135 kgm3, BA
ANA- VOLUME
LISA
Pek. Dak Lantai Beton Ready Mix K 225 Besi 160 kg Pek. Kolom Utama 3030, Beton Site Mix K-225, K1
Pek. Kolom Teras 1550, Beton Site Mix K-225, Besi = 153kg, k2
NO. URAIAN PEKERJAAN
HARGA SATUAN JUMLAH
Rp. Rp.
3 PEKERJAAN AULA
I. PEKERJAAN PERSIAPAN : 1
I. 011 44.00
m
1
42,852.37 1,885,504.28
2 I. 020
112.00 m
2
4,346.31 486,786.72
- 2,372,291.00
II, PEKERJAAN TANAH : -