bq final tower d 25 maret 2011 (for subcon)
TRANSCRIPT
Struktur Page 1
RENCANA ANGGARAN BIAYA
PEKERJAAN STRUKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
A PEKERJAAN PEMOTONGAN KEPALA BOR PILE
1 Bobok kepala tiang bored pile bh 164.00
SUB TOTAL
B PEKERJAAN GALIAN TERMASUK PERATAAN TANAH BEKAS GALIAN
1 Pile Cap m3 383.51
2 Tie Beam m3 173.94
3 Lift Pit m3 18.75
SUB TOTAL
C PEKERJAAN SLAB LANTAI DASAR & LANTAI KERJA
1 Pekerjaan Anti Rayap Tanah Premise 200 SL Ex. Bayer m2 1,251.00
2 Pemadatan Tanah Lantai Dasar Dengan Stamper m2 1,251.00
3 Urugan Pasir Padat Distemper t=5cm m3 61.93
4 Lantai Kerja t=5cm Beton B0 m3 61.93
5 Pekerjaan Slab Lantai + wiremesh D8-150 1 lapis t=8cm m2 1,238.50
SUB TOTAL
D PEKERJAAN PONDASI
Pekerjaan Pile Cap
1 Beton Ready Mix
2 Pile Cap Type F1 m3 115.00
3 Pile Cap Type F2 m3 49.15
4 Pile Cap Type F3 m3 9.60
5 Pile Cap Type F4 m3 81.92
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Pile Cap Type F1 Ex INTERWORLD STEEL kg 12,425.05
2 Pile Cap Type F2 Ex INTERWORLD STEEL kg 5,035.01
3 Pile Cap Type F3 Ex INTERWORLD STEEL kg 1,066.84
4 Pile Cap Type F4 Ex INTERWORLD STEEL kg 9,979.20
Pekerjaan Tie Beam el -7.00
Beton Ready Mix
1 Tie Beam Type TB1 m3 77.96
2 Tie Beam Type TB2 m3 27.05
3 Tie Beam Type TB3 m3 9.24
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Tie Beam Type TB1 Ex INTERWORLD STEEL kg 11,745.00
2 Tie Beam Type TB2 Ex INTERWORLD STEEL kg 4,103.24
3 Tie Beam Type TB3 Ex INTERWORLD STEEL kg 876.48
Pekerjaan Bekisting Batako
1 Pile Cap Batako ex lokal m2 422.72
2 Tie Beam Batako ex lokal m2 692.50
SUB TOTAL
E STRUKTUR LANTAI LG2 (-7.05)
Pekerjaan Kolom
Beton Ready Mix
1 Kolom C1 m3 41.16
2 Kolom C2 m3 1.96
3 Kolom C3 m3 2.20
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Kolom C1 Ex INTERWORLD STEEL kg 8,914.60
2 Kolom C2 Ex INTERWORLD STEEL kg 326.70
3 Kolom C3 Ex INTERWORLD STEEL kg 551.58
Pekerjaan Bekisting
1 Pekerjaan Bekisting Non Exposed Pada Kolom m2 388.15
SUB TOTAL
termasuk pemotongan stek sesuai gambar
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) Fy=400Mpa
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Struktur Page 2
RENCANA ANGGARAN BIAYA
PEKERJAAN STRUKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
F STRUKTUR LANTAI LG1 (-3.55)
Pekerjaan Kolom
Beton Ready Mix
1 Kolom C1 m3 41.16
2 Kolom C2 m3 1.96
3 Kolom C3 m3 2.20
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Kolom C1 Ex INTERWORLD STEEL kg 8,825.28
2 Kolom C2 Ex INTERWORLD STEEL kg 367.70
3 Kolom C3 Ex INTERWORLD STEEL kg 474.43
Pekerjaan Beam
Beton Ready Mix
1 Balok Type B1 m3 42.74
2 Balok Type B2 m3 28.88
3 Balok Type B3 m3 26.06
4 Balok Type B4 m3 16.73
5 Balok Type B5 m3 5.46
6 Balok Type B6 m3 4.47
7 Balok Type B7 m3 1.12
8 Balok Type B8 m3 0.96
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Balok Type B1 Ex INTERWORLD STEEL kg 6,404.26
2 Balok Type B2 Ex INTERWORLD STEEL kg 4,341.43
3 Balok Type B3 Ex INTERWORLD STEEL kg 4,359.07
4 Balok Type B4 Ex INTERWORLD STEEL kg 3,900.10
5 Balok Type B5 Ex INTERWORLD STEEL kg 843.36
6 Balok Type B6 Ex INTERWORLD STEEL kg 878.44
7 Balok Type B7 Ex INTERWORLD STEEL kg 152.84
8 Balok Type B8 Ex INTERWORLD STEEL kg 160.98
Pekerjaan Plat Lantai Slab Type S2
1 Beton Ready Mix m3 135.00
2 Wiremesh D8 - 150 ( dua Lapis ) Fy = 400 Mpa m2 1,125.00
Pekerjaan Bekisting
1 Pekerjaan Bekisting Non Exposed Pada Kolom m2 388.15
2 Pekerjaan Bekisting Non Exposed Pada Balok m2 750.57
3 Pekerjaan Bekisting Non Exposed Pada Plat Lantai m2 1,125.00
SUB TOTAL
G STRUKTUR LANTAI GF (-0.05)
Pekerjaan Kolom
Beton Ready Mix
1 Kolom C1 m3 35.28
2 Kolom C2 m3 1.68
3 Kolom C3 m3 1.29
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Kolom C1 Ex INTERWORLD STEEL m3 8,708.69
2 Kolom C2 Ex INTERWORLD STEEL m3 326.70
3 Kolom C3 Ex INTERWORLD STEEL m3 323.23
Pekerjaan Beam
Beton Ready Mix
1 Balok Type B1 m3 42.74
2 Balok Type B2 m3 28.88
3 Balok Type B3 m3 26.06
4 Balok Type B4 m3 16.73
5 Balok Type B5 m3 5.46
6 Balok Type B6 m3 4.47
7 Balok Type B7 m3 1.12
8 Balok Type B8 m3 0.96
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Struktur Page 3
RENCANA ANGGARAN BIAYA
PEKERJAAN STRUKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Balok Type B1 Ex INTERWORLD STEEL kg 6,404.26
2 Balok Type B2 Ex INTERWORLD STEEL kg 4,341.43
3 Balok Type B3 Ex INTERWORLD STEEL kg 4,359.07
4 Balok Type B4 Ex INTERWORLD STEEL kg 3,900.10
5 Balok Type B5 Ex INTERWORLD STEEL kg 843.36
6 Balok Type B6 Ex INTERWORLD STEEL kg 878.44
7 Balok Type B7 Ex INTERWORLD STEEL kg 152.84
8 Balok Type B8 Ex INTERWORLD STEEL kg 160.98
Pekerjaan Plat Lantai Slab Type S2
1 Beton Ready Mix m3 135.00
2 Wiremesh D8 - 150 (dua lapis) Fy = 400 Mpa m2 1,125.00
Pekerjaan Bekisting
1 Pekerjaan Bekisting Non Exposed Pada Kolom m2 388.15
2 Pekerjaan Bekisting Non Exposed Pada Balok m2 775.43
3 Pekerjaan Bekisting Non Exposed Pada Plat Lantai m2 1,125.00
SUB TOTAL
H STRUKTUR LANTAI 1st (+3.45)
Pekerjaan Kolom
Beton Ready Mix
1 Kolom C1 m3 35.28
2 Kolom C2 m3 1.68
3 Kolom C3 m3 1.29
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Kolom C1 Ex INTERWORLD STEEL kg 6,756.29
2 Kolom C2 Ex INTERWORLD STEEL kg 284.98
3 Kolom C3 Ex INTERWORLD STEEL kg 323.23
Pekerjaan Beam
Beton Ready Mix
1 Balok Type B1 m3 42.74
2 Balok Type B2 m3 1.68
3 Balok Type B3 m3 26.06
4 Balok Type B4 m3 16.73
5 Balok Type B5 m3 5.46
6 Balok Type B6 m3 4.47
7 Balok Type B7 m3 1.12
8 Balok Type B8 m3 25.89
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Balok Type B1 Ex INTERWORLD STEEL kg 6,404.26
2 Balok Type B2 Ex INTERWORLD STEEL kg 252.59
3 Balok Type B3 Ex INTERWORLD STEEL kg 4,359.07
4 Balok Type B4 Ex INTERWORLD STEEL kg 3,900.10
5 Balok Type B5 Ex INTERWORLD STEEL kg 843.36
6 Balok Type B6 Ex INTERWORLD STEEL kg 878.44
7 Balok Type B7 Ex INTERWORLD STEEL kg 152.84
8 Balok Type B8 Ex INTERWORLD STEEL kg 4,330.36
Pekerjaan Plat Lantai Slab Type S2
1 Beton Ready Mix m3 135.00
2 Wiremesh D8 - 150 (dua lapis) Fy = 400 Mpa m2 1,125.00
Pekerjaan Bekisting
1 Pekerjaan Bekisting Non Exposed Pada Kolom m2 347.90
2 Pekerjaan Bekisting Non Exposed Pada Balok m2 660.00
3 Pekerjaan Bekisting Non Exposed Pada Plat Lantai m2 1,125.00
SUB TOTAL
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Struktur Page 4
RENCANA ANGGARAN BIAYA
PEKERJAAN STRUKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
I STRUKTUR LANTAI 2nd (+6.95)
Pekerjaan Kolom
Beton Ready Mix
1 Kolom C1 m3 20.58
2 Kolom C2 m3 0.98
3 Kolom C3 m3 1.29
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Kolom C1 Ex INTERWORLD STEEL kg 5,098.80
2 Kolom C2 Ex INTERWORLD STEEL kg 212.45
3 Kolom C3 Ex INTERWORLD STEEL kg 341.46
Pekerjaan Beam
Beton Ready Mix
1 Balok Type B1 m3 42.74
2 Balok Type B2 m3 1.68
3 Balok Type B3 m3 26.06
4 Balok Type B4 m3 16.73
5 Balok Type B5 m3 5.46
6 Balok Type B6 m3 4.47
7 Balok Type B7 m3 1.12
8 Balok Type B8 m3 25.89
9 Balok Type B9 m3 3.74
10 Balok Type B10 m3 6.12
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Balok Type B1 Ex INTERWORLD STEEL kg 6,404.26
2 Balok Type B2 Ex INTERWORLD STEEL kg 252.59
3 Balok Type B3 Ex INTERWORLD STEEL kg 4,359.07
4 Balok Type B4 Ex INTERWORLD STEEL kg 3,900.10
5 Balok Type B5 Ex INTERWORLD STEEL kg 843.36
6 Balok Type B6 Ex INTERWORLD STEEL kg 878.44
7 Balok Type B7 Ex INTERWORLD STEEL kg 152.84
8 Balok Type B8 Ex INTERWORLD STEEL kg 4,330.36
9 Balok Type B9 Ex INTERWORLD STEEL kg 870.91
10 Balok Type B10 Ex INTERWORLD STEEL kg 2,080.39
Pekerjaan Plat Lantai Slab Type S2
1 Beton Ready Mix m3 149.69
2 Wiremesh D8 - 150 (dua lapis) m2 1,247.40
Pekerjaan Bekisting
1 Pekerjaan Bekisting Non Exposed Pada Kolom m2 277.20
2 Pekerjaan Bekisting Non Exposed Pada Balok m2 728.28
3 Pekerjaan Bekisting Non Exposed Pada Plat Lantai m2 1,247.40
SUB TOTAL
J STRUKTUR TANGGA (as 14/C-D)
Pekerjaan Kolom CS 200x200
1 Beton Ready Mix m3 1.10
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 305.36
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 22.00
Pekerjaan Balok BS 200X300
1 Beton Ready Mix m3 2.37
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 357.08
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 31.60
Pekerjaan Plat Tangga, bordes & Atap
1 Beton Ready Mix m3 14.70
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 3,300.62
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 96.50
SUB TOTAL
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Struktur Page 5
RENCANA ANGGARAN BIAYA
PEKERJAAN STRUKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
K STRUKTUR TANGGA (as 7-8/A-B)
Pekerjaan Kolom CS 200x200
1 Beton Ready Mix m3 0.56
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 155.46
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 11.20
Pekerjaan Balok BS 200X300
1 Beton Ready Mix m3 0.79
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 119.33
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 10.56
Pekerjaan Plat Tangga
1 Beton Ready Mix m3 9.20
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 2,065.69
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 59.60
SUB TOTAL
L STRUKTUR CORE LIFT
Pekerjaan Kolom CP1
1 Beton Ready Mix m3 1.41
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 410.00
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 37.50
Pekerjaan Kolom CP2
1 Beton Ready Mix m3 0.90
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 409.60
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 24.00
Pekerjaan Balok BL
1 Beton Ready Mix m3 1.80
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 417.60
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 33.00
Pekerjaan Balok BL2
1 Beton Ready Mix m3 1.05
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 128.40
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 11.25
Pekerjaan Balok BL3
1 Beton Ready Mix m3 1.58
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 122.40
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 12.00
Pekerjaan Balok BL4
1 Beton Ready Mix m3 0.26
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 28.60
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 2.38
Pekerjaan Slab Pit Lift
1 Lantai Kerja t=5cm m3 0.63
2 Beton Ready Mix m3 3.75
3 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 364.00
Pekerjaan Dinding Pit Lift
1 Beton Ready Mix m3 1.50
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 218.40
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 15.00
4 Bekisting Bataco m2 22.40
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Struktur Page 6
RENCANA ANGGARAN BIAYA
PEKERJAAN STRUKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
Pekerjaan Atap Lift
1 Beton Ready Mix m3 1.50
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 364.00
3 Pekerjaan Bekisting Non Exposed Pada Kolom m2 12.50
SUB TOTAL
M STRUKTUR ATAP
1 Kolom steel pipe D6" schedule 40 Ex Gunung Garuda kg 7,933.28
2 Rafter WF200x100x5.5x8 Ex Gunung Garuda kg 9,574.40
3 Gording CNP 125x50x20x2.3 Ex Gunung Garuda kg 6,520.29
4 Bracing dia 16 Ex Gunung Garuda kg 1,358.17
5 Turn Bucckle dia 16 bh 80.00
6 Sag Rod dia 10 kg 520.80
7 Baut dia 10 bh 1,596.00
8 Angkur Baut dia 16 bh 352.00
9 Baut M12 HTB A325 bh 3,686.00
10 Pedestal Kolom sesuai gambar ttk 88.00
11 Grouting MU ttk 88.00
12 Ex Gunung Garuda lot 1.00
13 Pengecatan Rangka Atap & Kolom Cat Duco ex Nippe lot 1.00
14 Struktur Atap (item M/1 - 13 ) termasuk pedestal, erection & pengeca lot 1.00
SUB TOTAL
N STRUKTUR LANTAI ATAP ( + 10.450 )
Pekerjaan Beam
Beton Ready Mix
1 Balok Type B4 m3 0.70
2 Balok Type B6 m3 12.73
3 Balok Type B8 m3 1.15
4 Balok Type B11 m3 25.11
5 Balok Type B12 m3 51.10
6 Balok Type B13 m3 7.87
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Balok Type B4 Ex INTERWORLD STEEL kg 163.18
2 Balok Type B6 Ex INTERWORLD STEEL kg 2,501.70
3 Balok Type B8 Ex INTERWORLD STEEL kg 193.18
4 Balok Type B11 Ex INTERWORLD STEEL kg 3,441.00
5 Balok Type B12 Ex INTERWORLD STEEL kg 6,614.38
6 Balok Type B13 Ex INTERWORLD STEEL kg 1,525.98
Pekerjaan Plat Lantai Slab Type S1
1 Beton Ready Mix m3 49.80
2 Wiremesh D8 - 150 (2 lapis) m2 415.00
Pekerjaan Plat Lantai Slab Type S2
1 Beton Ready Mix m3 6.21
2 Wiremesh D8 - 150 (2 lapis) m2 62.10
Pekerjaan Bekisting
1 Pekerjaan Bekisting Non Exposed Pada Balok
Balok Type B4 ( 250 x 400 ) Multiplex 12 mm, termasuk rangka, suppo m2 7.35
Balok Type B6 ( 250 x 400 ) Multiplex 12 mm, termasuk rangka, suppo m2 103.11
Balok Type B8 ( 350 x 550 ) Multiplex 12 mm, termasuk rangka, suppo m2 8.70
Balok Type B11 ( 300 x 450 ) Multiplex 12 mm, termasuk rangka, suppo m2 223.20
Balok Type B12 ( 350 x 500 ) Multiplex 12 mm, termasuk rangka, suppo m2 394.20
Balok Type B13 ( 350 x 550 ) Multiplex 12 mm, termasuk rangka, suppo m2 59.30
2 Pekerjaan Bekisting Non Exposed Pada Lantai Multiplex 12 mm, termasuk rangka, suppo m2 452.38
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Multiplex 12 mm, termasuk rangka, support & plastik cor / oli
Base plates, connection plates, welded attached plates, stiffeners and end plates
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim)
Struktur Page 7
RENCANA ANGGARAN BIAYA
PEKERJAAN STRUKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
O FIRE STOPPER
Fire Stopper pada shaft tebal 10 cm, wiremesh M8 1 lapis
1 Beton site mix mutu K175 SITE MIX m3 8.26
2 Wiremesh D8 (1 lapis) m2 82.60
3 Bekisting m2 82.60
P PEKERJAAN LAIN - LAIN
1 Balok Dudukan Kaca Korridor As C/13-14 lantai LG2-2nd (1 unit 1 lantai) unit 5.00
2 Pekerjaan Dilatasi m1 15.00
GRAND TOTAL
potong stek, karet, styrorm, profil L Alumunium
Lobby str Page 8
RENCANA ANGGARAN BIAYA
PEKERJAAN STRUKTUR LOBBY
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
A PEKERJAAN GALIAN TERMASUK PERATAAN TANAH BEKAS GALIAN
1 Pondasi Setempat m3 24.35
2 Tie Beam m3 19.02
3 Anti Rayap tanah Premise 200 SL Ex. Bayer m2 210.00
B PEKERJAAN PONDASI
Pekerjaan Pondasi Foot Plate
Beton Ready Mix
1 Pondasi Type F1 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 1.80
2 Pondasi Type F1' mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 0.90
3 Pondasi Type F2 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 3.89
4 Pondasi Type F2' mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 1.30
5 Pondasi Type F2" mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 1.30
6 Pondasi Type F3 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 6.25
7 Pondasi Type F4 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 0.80
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Pondasi Type F1 Ex INTERWORLD STEEL kg 191.36
2 Pondasi Type F1' Ex INTERWORLD STEEL kg 95.68
3 Pondasi Type F2 Ex INTERWORLD STEEL kg 389.38
4 Pondasi Type F2' Ex INTERWORLD STEEL kg 129.79
5 Pondasi Type F2" Ex INTERWORLD STEEL kg 129.79
6 Pondasi Type F3 Ex INTERWORLD STEEL kg 767.52
7 Pondasi Type F4 Ex INTERWORLD STEEL kg 162.24
Pemadatan tanah dengan stamper m2 54.69
Urugan Pasir Padat t=5cm m3 2.73
Lantai Kerja t=5cm m3 2.73
Pekerjaan Tie Beam el -7.10
Beton Ready Mix
1 Tie Beam Type TB1 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 3.50
2 Tie Beam Type TB2 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 0.33
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Tie Beam Type TB1 Ex INTERWORLD STEEL kg 489.78
2 Tie Beam Type TB2 Ex INTERWORLD STEEL kg 59.47
Pemadatan tanah dengan stamper m2 12.21
Urugan Pasir Padat t=5cm m3 0.61
Lantai Kerja t=5cm m3 0.61
Pekerjaan Tie Beam el -5.00
Beton Ready Mix
1 Tie Beam Type TB1 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 6.19
2 Tie Beam Type TB2 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 1.15
3 Tie Beam Type TB3 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 5.34
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Tie Beam Type TB1 Ex INTERWORLD STEEL kg 867.04
2 Tie Beam Type TB2 Ex INTERWORLD STEEL kg 211.02
3 Tie Beam Type TB3 Ex INTERWORLD STEEL kg 1,001.62
Pemadatan tanah dengan stamper m2 21.62
Urugan Pasir Padat t=5cm m3 10.81
Lantai Kerja t=5cm m3 10.81
Lobby str Page 9
RENCANA ANGGARAN BIAYA
PEKERJAAN STRUKTUR LOBBY
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
Pekerjaan Tie Beam el -3.9
Beton Ready Mix
1 Tie Beam Type TB1 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 5.20
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 Tie Beam Type TB1 Ex INTERWORLD STEEL kg 728.05
Pemadatan tanah dengan stamper m2 18.15
Urugan Pasir Padat t=5cm m3 0.91
Lantai Kerja t=5cm m3 0.91
Pekerjaan Retaining Wall
1 Beton Ready Mix mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 30.88
2 Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa Ex INTERWORLD STEEL kg 2,607.38
3 Pekerjaan Bekisting Non Exposed m2 147.60
4 Pekerjaan Bakisitng batako m2 14.64
5 Waterproofing Coating Dinding Retaining Wall 2 Sisi m2 147.60
Pekerjaan Bekisting Batako
1 Pondasi Setempat m2 45.60
2 Tie Beam m2 125.42
C PEKERJAAN BALOK
Beton Ready Mix
1 EL -3.6
B1 (350X500) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 3.34
B2 (300x350) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 0.65
2 EL -0.8
B1 (350X500) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 11.81
B2 (300x350) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 0.94
B4 (350x600) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 2.24
B5 (350x500) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 1.05
B3 (250x300) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 1.25
B7 (150x250) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 0.51
3 EL -0.05
B1 (350X500) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 9.87
B2 (300x350) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 1.37
B3 (250x300) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 1.29
B5 (350x500) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 1.31
4 EL +3.45
B1 (350X500) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 1.40
B2 (300x350) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 4.54
5 EL +4.45
B3 (250x300) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 10.55
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 EL -3.6
B1 (350X500) Ex INTERWORLD STEEL kg 496.60
B2 (300x350) Ex INTERWORLD STEEL kg 119.10
2 EL -0.8
B1 (350X500) Ex INTERWORLD STEEL kg 1,755.00
B2 (300x350) Ex INTERWORLD STEEL kg 172.89
B4 (350x600) Ex INTERWORLD STEEL kg 362.03
B5 (350x500) Ex INTERWORLD STEEL kg 182.76
B3 (250x300) Ex INTERWORLD STEEL kg 252.65
Lobby str Page 10
RENCANA ANGGARAN BIAYA
PEKERJAAN STRUKTUR LOBBY
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
B7 (150x250) Ex INTERWORLD STEEL kg 82.61
3 EL -0.05
B1 (350X500) Ex INTERWORLD STEEL kg 1,466.40
B2 (300x350) Ex INTERWORLD STEEL kg 249.73
B5 (350x500) Ex INTERWORLD STEEL kg 228.45
4 EL +3.45
B1 (350X500) Ex INTERWORLD STEEL kg 208.00
B2 (300x350) Ex INTERWORLD STEEL kg 829.87
5 EL +4.45
B3 (250x300) Ex INTERWORLD STEEL kg 1,847.48
D PEKERJAAN KOLOM
Beton Ready Mix
1 C1 (350x400) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 9.80
2 C2 (350x600) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 12.60
3 C3 (350x600) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 6.30
4 C4 (350x400) mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 2.80
Besi Beton D = fy 400 Mpa; Ø = fy 240 MPa
1 C1 (350x400) Ex INTERWORLD STEEL m3 1,704.50
2 C2 (350x600) Ex INTERWORLD STEEL m3 1,565.16
3 C3 (350x600) Ex INTERWORLD STEEL m3 916.38
4 C4 (350x400) Ex INTERWORLD STEEL m3 607.00
E PEKERJAAN SLAB
Beton Ready Mix
1 S1 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 21.60
2 S2 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 14.23
3 S3 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 65.44
Wire Mesh D8-150
1 S1 (2 lapis) Fy = 500 Mpa m2 180.00
2 S2 (2 lapis) Fy = 500 Mpa m2 142.30
3 S3 (1 lapis) Fy = 500 Mpa m2 81.80
F PEKERJAAN BEKISTING
1 Pekerjaan Bekisting Non Exposed Pada Kolom Multiplex 12 mm, termasuk rangka, support & plastik cor / oli m2 306.00
2 Pekerjaan Bekisting Non Exposed Pada Balok Multiplex 12 mm, termasuk rangka, support & plastik cor / oli m2 332.55
3 Pekerjaan Bekisting Non Exposed Pada Plat Lantai Multiplex 12 mm, termasuk rangka, support & plastik cor / oli m2 404.10
G PEKERJAAN PONDS
1 Struktur Ponds
Beton Balok B6 mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 1.26
Besi Balok B6 kg 273.78
Beton Slab mutu K300 slump 12 +/- 2 (Adhimix, Jayamix, Holcim) m3 2.01
Wiremesh M8 - (2 lapis) Fy = 500 Mpa m2 16.75
Bekisting Multiplex 12 mm, termasuk rangka, support & plastik cor / oli m2 28.76
2 Waterproofing Coating Incl Screed Ex Fosroc, TAM m2 22.33
H PEKERJAAN LAIN - LAIN
1 Balok Plat Atap Lobby + janggutan ls 1.00
TOTAL
Arsitektur Page 11
RENCANA ANGGARAN BIAYA
PEKERJAAN ARSITEKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
I PEKERJAAN KULIT LUAR & FAÇADE BANGUNAN
A PEKERJAAN FINISHING DINDING
TAMPAK B
As 14-13
1 Pekerjaan Plester + Aci Mortar ex MU m2 275.45
2 Pekerjaan Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 275.45
3 Pekerjaan Ban - banan & Topi2 Jendela unit 10.00
As 13-11
1 Pekerjaan Plester Mortar ex MU m2 126.50
2 Finishing texture incl cat Mowilex Weathercoat by Aplicator Bersertifikat m2 126.50
3 Pekerjaan Kanopi Beton bh 5.00
As 11-8
1 Pekerjaan Plester + Aci Mortar ex MU m2 192.24
2 Pekerjaan Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 192.24
As 8-7
1 Pekerjaan Plester + Aci Mortar ex MU m2 46.00
2 Pekerjaan Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 46.00
As 7-2
1 Pekerjaan Plester + Aci Mortar ex MU m2 234.40
2 Pekerjaan Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 234.40
As 2-1
1 Pekerjaan Plester Mortar ex MU m2 126.50
2 Finishing texture incl cat Mowilex Weathercoat by Aplicator Bersertifikat m2 126.50
3 Pekerjaan Kanopi Beton bh 5.00
TAMPAK C
1 Pekerjaan Plester + Aci Mortar ex MU m2 443.68
2 Pekerjaan Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 443.68
3 Pekerjaan Ban - banan & Topi2 Jendela Finish Cat Elastomeric unit 20.00
TAMPAK A
As 1-2
1 Pekerjaan Plester + Aci Mortar ex MU m2 255.80
2 Pekerjaan Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 255.80
As 2-7
1 Pekerjaan Plester + Aci Mortar ex MU m2 276.40
2 Pekerjaan Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 276.40
As 7-8
1 Pekerjaan Plester + Aci Mortar ex MU m2 57.90
2 Pekerjaan Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 57.90
As 8-12
1 Pekerjaan Plester + Aci Mortar ex MU m2 234.32
2 Pekerjaan Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 234.32
As 12-14
1 Pekerjaan Plester Mortar ex MU m2 115.00
2 Finishing texture incl cat Mowilex Weathercoat by Aplicator Bersertifikat m2 115.00
TAMPAK D (dari arah tower C)
1 Pekerjaan Plester + Aci Mortar ex MU m2 142.00
2 Pekerjaan Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 142.00
3 Pekerjaan Ban - banan & Topi2 Jendela Mowilex Elastomeric by Aplicator Bersertifikat unit 10.00
B PEKERJAAN GRILL & KACA FAÇADE
1 TAMPAK B besi hollow t=0.5mm fin cat sesuai gambar, incl struktur pendukung m2 204.40
2 TAMPAK C besi hollow t=0.5mm fin cat sesuai gambar, incl struktur pendukung m2 12.00
3 TAMPAK A besi hollow t=0.5mm fin cat sesuai gambar, incl struktur pendukung m2 234.20
Arsitektur Page 12
RENCANA ANGGARAN BIAYA
PEKERJAAN ARSITEKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
4 TAMPAK D (dari arah tower C) besi hollow t=0.5mm fin cat sesuai gambar, incl struktur pendukung m2 12.00
5 Kaca Tempered t=10 mm incl accessories Penutup Façade As 13-14 ( AL8) sesuai gambar m2 63.60
C PEKERJAAN ATAP
1 Atap metal Zinc Alume + Glaswool + Alumunium Foil + Mesh m2 1,393.41
2 Alucopan , Seven , Alucobon m1 220.92
3 Waterproofing membrane ex masterpren BASFsetara non cement base+ screed Water proofing membrane m2 450.00
4 Waterproofing di sisi dinding tinggi 20 cm Water proofing membrane m2 44.68
II PEKERJAAN ARSITEKTUR BAGIAN DALAM BANGUNAN
A PEKERJAAN DINDING
1 Pas. Bata Ringan ex Primacon m2 12,782.35
Pas Bata Ringan sekat antar ruang lantai 2 m2 161.70
2 Aci dinding kolom beton Include bonding agent MU830 m2 132.00
B PEKERJAAN FINISHING DINDING
Two Bedroom Type
1 Skirting Lantai Kayu tebal = 1.2 cm; t=13cm (kamper) Kamper samarinda oven Finish Semi Duco m1 628.65
2 Cornice Plywood (t=12 mm) Fin Cat Semi Duco m1 783.00
3 Pekerjaan Plester Aci Dinding t= 1 cm ex MU m2 1,708.36
4 Cat Interior Ex Mowilex Mowilex Vinil silk m2 1,708.36
5 Plesteran dinding Area W2 252.41
6 Plywood Sungkai Panel White Wash Finish Triplek Sungkai t=6mm m2 252.41
7 Keramik Dinding Shower Venetto Taupe G362214 33x33 m2 194.70
8 Mozaic Tile Pre cut Cleopatra Dark Beige 33.3x50 m2 90.00
9 Plint keramik Toilet (termasuk tali air) Venetto Machiato G362225 143.40
One Bedroom Type
1 Skirting Lantai Kayu t=15cm Kamper samarinda oven Finish Semi Duco m1 2,048.50
2 Cornice Plywood Fin Cat Semi Duco m1 2,575.50
3 Pekerjaan Plester Aci Dinding t= 1 cm ex MU m2 6,529.06
4 Cat Interior Ex Mowilex Mowilex Vinil silk m2 6,529.06
5 Plywood Panel White Wash Finish Triplek Sungkai t=6mm m2 1,126.25
6 Keramik Dinding Shower Venetto Taupe G362214 33x33 m2 775.62
7 Mozaic Tile Pre cut Cleopatra Dark Beige 33.3x50 m2 255.00
8 Plint keramik Toilet (termasuk tali air) Venetto Machiato G362225 m1 75.00
Balkon
C1
1 Pekerjaan Plester Aci Dinding ex MU m2 483.90
2 Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 483.90
C2
1 Pekerjaan Plester Aci Dinding ex MU m2 332.52
2 Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 332.52
C3
1 Pekerjaan Plester Aci Dinding ex MU m2 239.70
2 Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 239.70
Plint Keramik (termasuk pekerjaan tali air kotak)
1 Corridor Roman Peninsula Sand G665008 m1 833.00
2 Balkon Roman Mercury Dusk G362077 m1 538.75
3 Trap Tangga & Bordes emergency stairs Roman Chrisant Bone G447311 m1 174.10
4 R ME, R Tangga, R Linen, Janitor Roman Chrisant Bone G447311 m1 166.00
C PEKERJAAN FINISHING LANTAI
Two Bedroom Type
1 Keramik Balkon Roman Mercury Dusk G362077 33x33 gol C m2 78.00
2 Keramik Living Room & Bedroom ex Roman Banyan Brown G142102R Roman Banyan Brown G142102R m2 765.00
3 Keramik Toilet Venetto Machiato G362225 m2 78.00
4 Keramik Shower Borneo Bay G362162 m2 37.50
zincalume ex Bluescope Alsun SD-680 t=0.5 mm, Glasswool density 48 kg/m3 t=50 mm ex CSR atau Microfiber, Al Foil 1 sisi ex Astrofoil, Roofmesh 3315 (dia 1.3mm), incl flashing
Lisplank Alumunium Composite t = 4 mm, lebar tampak 45 cm, janggutan 10 cm, top 5 cm sekeliling bidang atap
Pasangan Bata Ringan tebal 10 cm, tinggi sampai dengan pertemuan slab / balok, termasuk kolom praktis dan balok lintel
Arsitektur Page 13
RENCANA ANGGARAN BIAYA
PEKERJAAN ARSITEKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
One Bedroom Type
1 Keramik Balkon Roman Mercury Dusk G362077 33x33 gol C m2 423.30
2 Keramik Living Room & Bedroom ex Roman Banyan Brown G142102R Roman Banyan Brown G142102R m2 2,337.50
3 Keramik Toilet Venetto Machiato G362225 m2 255.00
4 Keramik Shower Borneo Bay G362162 m2 136.00
-
Public Area -
1 Keramik Corridor Roman Peninsula Sand G665008 + Amazon Black G662002 m2 1,156.25
2 Keramik Tangga, Bordes (as 7-8) Roman Chrisant Bone G447311 m2 64.00
3 Step Nose Tangga (as 7-8) Roman Chrisant Bone G447311 m' 96.00
4 Keramik Tangga, Bordes (as 14) Roman Chrisant Bone G447311 m2 88.75
5 Step Nose Tangga (as 14) Roman Chrisant Bone G447311 m' 125.00
6 Keramik R ME as 7-8 Roman Chrisant Bone G447311 m2 18.00
7 Keramik R Linen as 7-8 Roman Chrisant Bone G447311 m2 34.00
8 Keramik R Tangga as 7-8 Roman Chrisant Bone G447311 m2 34.00
9 Keramik R Tangga as 14 Roman Chrisant Bone G447311 m2 67.70
D PEKERJAAN PLAFOND
Two Bedroom Type
1 Waterresistant Gypsum t=9mm Balkon Ex Jayaboard, Full Sistem Batten, PN200, PN204 m2 144.00
2 Gypsum t=9mm Living Room & Bedroom Ex Jayaboard, Full Sistem Batten, PN200, PN204 m2 771.00
3 Waterresistant Gypsum t=9mm Toilet Ex Jayaboard, Full Sistem Batten, PN200, PN204 m2 101.25
4 Waterresistant Gypsum t=9mm Shower Ex Jayaboard, Full Sistem Batten, PN200, PN204 m2 22.50
5 Ceiling Cove 15 cm Ex Jayaboard, Full Sistem Batten, PN200, PN204 m1 468.75
6 Drop Ceiling 15 cm Ex Jayaboard, Full Sistem Batten, PN200, PN204 m1 50.25
7 Cove for Curtain Gypsum t=9mm Ex Jayaboard, Full Sistem Batten, PN200, PN204 m1 144.00
Two Bedroom Type
1 Waterresistant Gypsum t=9mm Balkon Ex Jayaboard, Full Sistem Batten, PN200, PN204 m2 474.70
2 Gypsum t=9mm Living Room & Bedroom Ex Jayaboard, Full Sistem Batten, PN200, PN204 m2 2,337.50
3 Waterresistant Gypsum t=9mm Toilet Ex Jayaboard, Full Sistem Batten, PN200, PN204 m2 255.00
4 Waterresistant Gypsum t=9mm Shower Ex Jayaboard, Full Sistem Batten, PN200, PN204 m2 136.00
5 Ceiling Cove 15 cm Ex Jayaboard, Full Sistem Batten, PN200, PN204 m1 2,040.00
6 Cove for Curtain Gypsum t=9mm Ex Jayaboard, Full Sistem Batten, PN200, PN204 m1 510.00
Area Corridor & Public
7 Gypsum t=9mm Corridor m2 1,156.25
8 Shadow Line At Corridor m1 185.00
9 Cat Plafond Ex Mowilex Emulsion m2 5,398.20
10 Manhole uk 60x60 unit 125.00
11 Plafond GRC Atap incl cat m2 325.00
E PEKERJAAN KAYU & BESI
1 Railling Balkon Ex Merbau 4x10 cm Oven Fin Politur Mowilex m1 354.40
2 Cove Kayu Penutup Pintu Sliding Ex Merbau 4x10 cm Oven Fin Politur Mowilex m1 307.50
3 Railling Tangga Darurat Besi Fin Cat Duco Sesuai Gambar m1 63.00
4 Kolom Perkuatan Railling Lantai 2 Beton sesuai gamabr unit 20.00
F PEKERJAAN PINTU DAN JENDELA
Two Bedroom Type
1 WD1 (90x250 cm) unit 15.00
2 WD2 (90x250 cm) unit 30.00
3 WD3 (85x250 cm) unit 15.00
4 WD4 sliding (80x250 cm) 15.00
5 AL1' (PINTU BALKON) Ex YKK SF100 t=1.35mm accessories wallaby unit 15.00
6 AL2 Ex YKK Parmasys t=1.35 mm accessories wallaby unit 15.00
7 AL3 Ex YKK Parmasys t=1.35 mm accessories wallaby unit 15.00
8 AL4 Ex YKK Parmasys t=1.35 mm accessories wallaby unit 15.00
9 GL1 Frameless unit 15.00
Kusen Kayu Kamper Samarinda Oven + Architraf Incl Accessories Ex Wallaby (Engsel, Door Closer, Door Viewer, Door Guard, Door Stopper Magnet) Kunci Magnetik Ex Onity, Daun Pintu Engineering Wood)
Kusen Kayu Kamper Samarinda Oven Incl Accessories Ex Wallaby (Engsel, Door Stopper , Kunci Lever Handle Ex Wallaby) Daun Pintu Rangka Kayu Kamper SingkilLapis Sungkai
Kusen Kayu Kamper Samarinda Oven Incl Accessories Ex Wallaby (Engsel, Door Stopper , Kunci Tubular Ex Wallaby) Daun Pintu Rangka Kayu Kamper Singkil Lapis Sungkai
Kusen Kayu Kamper Samarinda Oven Incl Accessories Ex Wallaby (Rel Pintu Gesr, Kunci Pull Plate Ex Wallaby) Daun Pintu Rangka Kayu Kamper Singkil Lapis Sungkai
Arsitektur Page 14
RENCANA ANGGARAN BIAYA
PEKERJAAN ARSITEKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
One Bedroom Type
1 WD1 unit 85.00
2 WD2 unit 85.00
3 WD3 unit 85.00
4 AL2' Ex YKK Parmasys t=1.35 mm accessories wallaby unit 85.00
5 AL1 (PINTU BALKON) Ex YKK SF100 t=1.35mm accessories wallaby unit 85.00
Area Public
1 WD5 (PINTU LINEN) unit 4.00
2 SD ( 60 x120 ) (Pintu Shaft) Ex Bostinco, engsel ex wallaby, round handle ex wallaby unit 65.00
3 SD1 ( 80 x240 ) Ex Bostinco, engsel ex wallaby, handle ex wallaby unit 5.00
4 SD2 lovefret ( 170 x 240 ) Ex Bostinco, engsel ex wallaby, handle ex wallaby unit 4.00
5 SD3 ( FD 90 x 240 ) Ex Bostinco, engsel ex wallaby, handle ex wallaby unit 10.00
6 AL6 Ex YKK Parmasys t=1.35 mm accessories wallaby unit 5.00
7 Pintu Corridor 2 Daun (pintu alumunium 2 daun incl door closer & Accesories) AD1 unit 1.00
8 AL5 Ex YKK Parmasys t=1.35 mm accessories wallaby unit 11.00
9 AL7 Ex YKK Parmasys t=1.35 mm accessories wallaby unit 5.00
10 WD6 (pintu janitor) unit 5.00
11 AL11 Ex YKK Parmasys t=1.35 mm accessories wallaby unit 5.00
12 AL7A Ex YKK Parmasys t=1.35 mm accessories wallaby unit 2.00
13 AL11' Ex YKK Parmasys t=1.35 mm accessories wallaby unit 5.00
14 Front Desk Unit Kunci Onity unit 1.00
15 AL10 Ex YKK Parmasys t=1.35 mm accessories wallaby unit 5.00
16 SS1 Ex YKK SF100 t=1.35mm accessories wallaby unit 1.00
G PEKERJAAN SANITAIR
1 Water closet ex. TOTO type CW 860 HJ/ SW 861 JP. Ex TOTO unit 115.00
2 Lavatory ex. TOTO type LW 651 J ; TX101 LB complete set incl fixing Ex TOTO unit 115.00
3 Paper holder ex. TOTO type TX 703 AE. Ex TOTO unit 115.00
4 Fix shower head ex. TOTO TX 465 SE. Ex TOTO unit 115.00
5 Shower mixer ex. TOTO TX 443 SE. Ex TOTO unit 115.00
6 Jet washer ex. TOTO TX 403 SMCR Ex TOTO unit 115.00
7 Floor drain Austindo Smartdrain H15 (incl balkon) Ex TOTO unit 347.00
8 Shower room door handle ex. TOTO TX 10B. Ex TOTO unit 115.00
9 Kitchen sink w/ single bowl, ex. Teka Stylo 1B Ex Teka unit 100.00
10 Sink tap w/ swivel spout ex. Teka Laser DW Ex Teka unit 100.00
11 Bottle Opener (material + pasang) Stainless Ex CV Anugerah Jaya Abadi unit 115.00
12 Towel Ring TX702AC Ex TOTO unit 115.00
13 Towel Bar TX 701AE Ex TOTO unit 115.00
14 Curio double robe hook TX704ACW Ex TOTO unit 115.00
15 Pintu kaca tempered shower (incl accessories) & partisi (GL2, GL3, GL4) unit 115.00
16 Janitor SKW322B + Kran complete Ex TOTO unit 6.00
H PEKERJAAN ACESORIES
1 1000 long x 600 wide x 150mm vanity bench at bathroom C2 & C3 nos 85.00
2 850 long x 600 wide x 150mm vanity bench at bathroom C1 nos 30.00
3 800 wide x 1500mm high mirror at bathroom at bathroom kaca t=6mm beveled incl backing plywood t= 12 mm & fixing nos 115.00
4 Kitchen set / Pantry unit 100.00
Kusen Kayu Kamper Samarinda Oven + Architraf Incl Accessories Ex Wallaby (Engsel, Door Closer, Door Viewer, Door Guard, Door Stopper Magnet) Kunci Magnetik Ex Onity, Daun Pintu Engineering Wood)
Kusen Kayu Kamper Samarinda Oven Incl Accessories Ex Wallaby (Engsel, Door Stopper , Kunci Lever Handle Ex Wallaby) Daun Pintu Rangka Kayu Kamper SingkilLapis Sungkai
Kusen Kayu Kamper Samarinda Oven Incl Accessories Ex Wallaby (Engsel, Door Stopper , Kunci Tubular Ex Wallaby) Daun Pintu Rangka Kayu Kamper Singkil Lapis Sungkai
Kusen Kayu Kamper Samarinda Oven Incl Accessories Ex Wallaby (Engsel, Door Stopper , Kunci Pull Handle Ex Wallaby) Daun Pintu Rangka Kayu Kamper Lapis Sungkai
Kusen Kayu Kamper Samarinda Oven Incl Accessories Ex Wallaby (Engsel, Door Stopper , Kunci Lever Handle LH 102 SSI Ex Wallaby) Daun Pintu Rangka Kayu Kamper Lapis Sungkai
Kaca Tempered t=10mm, engsel ex Wallaby, pintu tinggi 2 m, kaca mati 2,5 m
konstruksi beton sesuai gambar toptable Asia Marmer A633 & A860CN
konstruksi beton sesuai gambar toptable Asia Marmer A633 & A860CN
Plywood 12 mm finish sungkai white wash, bagian dalam HPL tebal 0.75 mm, accessories stainlessincl top table marble sesuai gambar, incl lampu & armatur, alabaster, kabel power
Arsitektur Page 15
RENCANA ANGGARAN BIAYA
PEKERJAAN ARSITEKTUR
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
5 Wardrobes unit 115.00
6 Topping Marble Belakang Monoblock Asia Marmer A633 unit 115.00
I PEKERJAAN WATERPROOFING
1 Waterproofing Coating ex BASFArea Kamar Mandi & Shower Ex BASF masterseal m2 455.50
2 Ditto Kamar Mandi & Shower dinding t = 20 cm Ex BASF masterseal m2 200.20
3 Waterproofing Coating ex BASF Area Balkon Ex BASF masterseal m2 618.70
4 Ditto Area Balkon dinding t = 20 cm Ex BASF masterseal m2 107.75
J PEKERJAAN LAIN - LAIN
1 Keramik Floor Drain Shower bh 115.00
2 Bak kontrol Corridor uk 60x60 Str Bata Merah, fin keramik bh 2.00
3 Bak Kontrol Sumpit uk 3x2x1,5 m incl waterproofing unit 2.00
4 Bak Kontrol Clean Out 2x1,5x1,5 unit 4.00
5 Kongliong Travertine Pintu Lift Pessenger lt LG1 termasuk tekukan 30 cm Lt 2.00
Grand Total
Plywood 12 mm finish sungkai white wash, bagian dalam HPL tebal 0.75 mm, accessories stainless
Lobby Ars Page 16
RENCANA ANGGARAN BIAYA
PEKERJAAN ARSITEKTUR LOBBY
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
I PEKERJAAN KULIT LUAR & FAÇADE BANGUNAN
A PEKERJAAN FINISHING DINDING
Façade A
1 Pekerjaan Plester Mortar ex MU m2 33.00
2 Finishing texture incl cat Mowilex Weathercoat by Aplicator Bersertifikat m2 33.00
3 Pekerjaan Dinding Kaca Rangka Alumunium + struktur baja WF Ex YKK SF100 Accessories Wallaby m2 33.00
Façade B
1 Pekerjaan Plester Mortar + Aci ex MU m2 75.00
2 Pekerjaan Cat Exterior Mowilex Mowilex Elastomeric by Aplicator Bersertifikat m2 75.00
3 Jendela Kaca Rangka Alumunium AL10 Ex YKK Parmasys t=1.35 mm accessories wallaby m2 6.00
4 Grill Besi Hollow t=0.5 mm m2 10.00
5 Topi2 Finish cat unit 2.00
B PEKERJAAN ATAP
1 Waterproofing membrane ex masterpren BASFsetara non cement base+ screed m2 128.00
2 Atap Kaca Laminated 6+6 Ex Asahimas m2 16.00
II PEKERJAAN ARSITEKTUR BAGIAN DALAM BANGUNAN
A PEKERJAAN DINDING
1 Pas. Bata Ringan ex Primacon m2 140.60
2 Pas. Bata Ringan t = 30 cm ex Primacon m2 38.00
B PEKERJAAN FINISHING DINDING
1 Plint Lantai m1 11.00
2 Pekerjaan Plester Aci Dinding ex MU m2 140.60
3 Pekerjaan Plester Aci Kolom ex MU m2 17.50
4 Cat Interior Mowilex Vinil silk m2 158.10
5 Pekerjaan sipil backdrop (penebalan bata ringan) sesuai gambar ls 1.00
6 Kaca Pivot Samping Ponds Ex Asahimas t=10mm m2 24.00
C PEKERJAAN FINISHING LANTAI
1 Lantai Lobby Condotel Marble Asia Marmer A660 & Island + teras 530 NR m2 74.00
2 Keramik Tangga, Bordes Roman Peninsula Sand G665008 + Amazon Black G662002 m2 82.35
3 Plint Tangga Roman Peninsula Sand G665008 m' 44.00
4 Lantai Jembatan m2 53.00
5 Plint Lantai Jembatan Roman Peninsula Sand G665008 m' 40.00
Pasangan Bata Ringan tinggi sampai dengan pertemuan slab / balok, termasuk kolom praktis dan balok lintel
Roman Peninsula Sand G665008 + Amazon Black G662002 + Threshold HT
Lobby Ars Page 17
D PEKERJAAN PLAFOND
1 Waterresistant Gypsum t=9mm m2 175.00
E PEKERJAAN KAYU & BESI
1 Railling Jembatan Ex Merbau 4x10 cm Oven Fin Politur Mowilex m1 16.00
2 Parapet Jembatan pasangan bata ringan fin plester aci cat m1 16.00
3 Railling Tangga Besi Fin Cat Duco Ex Nippe m1 14.00
III PEKERJAAN BACK OFFICE & TOILET
1 Pas. Bata Ringan ex Hebel, Jaya Celcon, Primacon m2 64.13
2 Pekerjaan Plester Aci ex MU m2 96.75
3 Pekerjaan Cat Dinding Mowilex Vinil silk m2 96.75
4 Pekerjaan Keramik Lantai 40x40 Ex Roman Torino Grey m2 45.00
5 Waterresistant Gypsum t=9mm m2 22.50
6 Pengecatan Plafond Ex Mowilex Emulsion m2 22.50
7 Pekerjaan Pintu Kayu Lengkap dengan accessories ( WD6a ) unit 3.00
8 AL9 Ex YKK Parmasys t=1.35 mm accessories wallaby unit 1.00
9 AL12 Ex YKK Parmasys t=1.35 mm accessories wallaby unit 1.00
10 Pekerjaan Cubicle lengkap dengan pintu & accessories Ex Masgo, Ex James Hardie m1 3.00
Pekerjaan Sanitair
1 Water closet ex. TOTO type CW 826 J/ SW 826 JP. Ex TOTO no 2.00
2 Urinoir ex. TOTO type UW 447 JT1M. Ex TOTO no 1.00
3 Lavatory ex. TOTO type LW 651 J ; TX101 LB complete set incl fixing Ex TOTO no 1.00
4 Paper holder ex. TOTO type TX 703 AE. Ex TOTO no 2.00
5 Floor drain Austindo Smartdrain H15 Ex Austindo no 4.00
6 Jet washer ex. TOTO TX 403 SMCR Ex TOTO no 2.00
7 Meja wastafel lengkap dengan struktur dan accessories, top table ex Asia Marmer unit 2.00
8 Kaca cermin beveled lengkap dengan backing & accessories kaca t=6mm beveled incl backing plywood t= 12 mm & fixing unit 2.00
IV PEKERJAAN JEMBATAN PENGHUBUNG KE RAMP POOL
1 Ramp Penghubung Tower C-D Fin keramik Kinibalu Grafite m2 40.00
2 Railling Ramp Penghubung Tower C-D m1 15.00
3 Atap Kaca (lengkap sesuai gambar) Kaca Laminated 6+6 mm incl accessories m2 40.00
Grand Total
Kusen Kayu Kamper Samarinda Oven Incl Accessories Ex Wallaby (Engsel, Door Closer, Door Stopper , Kunci Pull Handle Ex Wallaby) Daun Pintu Rangka Kayu Kamper Lapis Sungkai
Lobby Ars Page 18
RENCANA ANGGARAN BIAYA
PEKERJAAN ARSITEKTUR DROP OFF
CONDOTEL TOWER D ASTON BOGOR
No. Description Spesifikasi Teknis Unit Vol
A PEKERJAAN FINISHING DINDING
1 Pekerjaan Plester Aci Kolom & Lisplang ex MU m2 75.23
2 Pekerjaan Cat Exterior Mowilex Elastomeric by Aplicator Bersertifikat m2 75.23
3 Pekerjaan Travertine Beige Dinding Ex Asia Marmer m2 80.00
B PEKERJAAN ATAP
1 Waterproofing membrane ex masterpren BASFsetara non cement base+ screed Coating +screed m2 52.00
2 Atap Kaca Laminate 6+6 incl accessories Ex Asahimas m2 16.20
C PEKERJAAN FINISHING LANTAI
1 Pekerjaan lantai drop off Granit Sikat + Andesit 40x40 + HT Indogress+ coating m2 63.00
2 Pekerjaan Lantai Tangga Ex Asia Marmer m2 10.00
3 Pekerjaan Lantai Ramp Granit Bakar m2 5.50
4 Pot Bunga sesuai gambar m2 5.00
D PEKERJAAN PLAFOND
1 Waterresistant Gypsum t=9mm Ex Jayaboard m2 52.00
E PEKERJAAN PONDS
1 Pasangan andesite stone Flame + pola naik turun (lantai + dinding) m2 58.60
2 Coating andesite Ex Mowilex, Impra m2 58.60
Grand Total