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RENCANA ANGGARAN BIAYA PEKERJAAN: GUDANG uk. 25x50 M (2 unit) LOKASI
: BENDA- CICURUG SUKABUMI
NO
URAIAN PEKERJAAN
I
SAT.
VOLUME
HARGA SATUAN
JUMLAH
PEKERJAAN PERSIAPAN 1 2 3 4 5 6 7 8 9
II
Mobilisasi / demob peralatan Mobilisasi / demob tenaga kerja Penyediaan daya listrik dan air kerja Gudang sementara dan ruangan kerja Keamanan Proyek Ijin-ijin Lingkungan & Koordinasi Lapangan Safety equipment Shop Drawing, As Built Drawing dan dokumentasi Pengukuran (eutzet)
unit unit unit Ls Ls Ls Ls Ls Ls
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
15,000,000.00 7,500,000.00 35,000,000.00 10,000,000.00 7,500,000.00 7,000,000.00 10,000,000.00 5,000,000.00
15,000,000.00 7,500,000.00 35,000,000.00 10,000,000.00 7,500,000.00 7,000,000.00 10,000,000.00 5,000,000.00 97,000,000.00
150.00 94.50 69.30
47,707.00 52,552.00 13,695.00
216,150.00 766,876.00 2,835,194.00 3,539,838.00 4,813,501.00 68,000.00
7,156,050.00 4,966,164.00 949,063.50 14,962,983.75 10,122,763.20 71,446,888.80 29,734,639.20 115,524,024.00 7,616,000.00 262,478,576.45
PEKERJAAN SIPIL A
PEKERJAAN TANAH dan PONDASI
1 2 3 4 5 6 7 8 9 10 11
Pengukuran dan pemasangan bouwplank Galian tanah biasa sedalam sampai 1 meter Urug kembali bekas galian Kupas tanah Pemadatan tanah Urugan pasir bawah pondasi dan bawah lantai Lantai kerja, 1 Pc : 3 Ps : 5 Kr Pondasi plat 150x150, beton K225 Kolom pedestal 30/40, beton K-225 Sloof beton struktur 20/40, beton K-225
m' m3 m3 m3 m3 m3 m3 m3 m3 m3
Pas. Angkur besi 1" x 800 mm
bh
69.23 13.20 25.20 8.40 24.00 112.00
m3
B
PEKERJAAN PASANGAN DAN PLESTERAN
1
Pasangan pondasi batu kali , ad. 1 Pc : 4 Ps
38.75
650,595.00
25,210,556.25
3
2
Kolom beton struktur 15/20, beton K-225
m
6.84
4,067,078.00
27,818,813.52
3
Kolom beton 15/15, beton K-225
m3
10.13
4,781,299.00
48,410,652.38
Balok latei 15/20, beton K-225
m
3
4.50
5,897,565.00
26,539,042.50
5 6 7 8 9
Ring balok beton 15/20, beton K-225 Pasangan bata Hebel Pasangan Glass block Plesteran 1 Pc : 5 Ps, tebal 25 mm Acian dinding bata
m3 m² bh m² m²
4.50 1,384.00 224.00 2,768.00 2,768.00
3,552,915.00 120,000.00 75,000.00 37,345.00 17,006.00
15,988,117.50 166,080,000.00 16,800,000.00 103,370,960.00 47,072,608.00 477,290,750.15
C
PEKERJAAN LANTAI
1
Urugan sirtu tebal 15 cm (di padatkan)
m3
187.50
176,000.00
33,000,000.00
2
Lantai kerja, 1 Pc : 3 Ps : 5 Kr
m3
105.00
766,876.00
80,521,980.00
3
250.00 1,250.00
1,800,000.00 75,000.00
450,000,000.00 93,750,000.00
10.50
1,800,000.00
18,900,000.00 676,171,980.00
4
3 4
Cor lantai tebal 20 cm, beton K-250 finishing lantai epoxi 1000 mikron
5
Rabat keliling
245640875.xls.ms_office / rab
m
m² m3
Hal. 1 / 3
NO
URAIAN PEKERJAAN
III
SAT.
VOLUME
HARGA SATUAN
JUMLAH
PEKERJAAN KONSTRUKSI BAJA A
BANGUNAN UTAMA (uk. 25x50 M)
1
Kolom WF 350.175.7.11 Rafter WF 300.150.6,5.9 Kolom gebel Wf 200.100.5,5.8 Konsol WF 150.75.6.9 Gordeng CNP 125.50.2,3 Base plat 16 mm Plat t 12 mm Stefener plat 8 mm Dudukan gordeng plat 6 mm Trekstank besi 10 mm Brecing besi 16 mm Baudt HTB A325 Rangka listplank besi hollo 40x40 Penutup listplank Z/A tct 0,35 Flashing Listplank Z/A tct 0,35 Dudukan Talang plat setrip 40.4 Pasang talang datar, Z/A tct 0,40 mm, lebar 50 cm Talang vertikal PVC 6" + gantungan plat setrip 30.3 Pasang atap Zincalumn tct 0,40 Pasang nok Z/A tct 0,40 mm Roofing
2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
B
KANOPY (uk. 3x8 M)
1 2 3 4 5 6 7 8 9 10
Konsol WF 200.100.55.8 Gordeng CNP 125.50.2,3 Gantungan konsol pipa 1" Trekstank besi 10 mm Brecing besi 16 mm Rangka listplank besi hollo 40x40 Penutup listplank Z/A tct 0,35 Flashing listplank Z/A tct 0,35 Pasang atap zincalumn tct 0,40 Flashing dinding Z/A tct 0,35
245640875.xls.ms_office / rab
kg kg kg kg kg kg kg kg kg kg kg bh kg m² m' kg m' m' m² m' bh
8,928.00 10,556.00 1,320.60 420.00 6,717.54 301.44 791.28 376.80 275.54 255.57 381.65 350.00 1,848.83 160.00 160.00 200.96 106.00 60.00 1,590.00 53.00 6,360.00
17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 7,500.00 17,000.00 98,000.00 48,000.00 17,000.00 123,600.00 90,000.00 118,000.00 98,000.00 750.00
151,776,000.00 179,452,000.00 22,450,200.00 7,140,000.00 114,198,236.10 5,124,480.00 13,451,760.00 6,405,600.00 4,684,095.00 4,344,710.40 6,488,100.86 2,625,000.00 31,430,144.00 15,680,000.00 7,680,000.00 3,416,320.00 13,101,600.00 5,400,000.00 187,620,000.00 5,194,000.00 4,770,000.00 792,432,246.36
kg kg kg kg kg kg m² m' m² m'
170.40 141.55 19.44 6.39 31.80 173.33 12.00 15.00 32.00 8.00
17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 98,000.00 48,000.00 118,000.00 48,000.00
2,896,800.00 2,406,370.40 330,480.00 108,617.76 540,675.07 2,946,576.00 1,176,000.00 720,000.00 3,776,000.00 384,000.00 15,285,519.23
Hal. 2 / 3
NO
URAIAN PEKERJAAN
IV
SAT.
VOLUME
HARGA SATUAN
JUMLAH
PEKERJAAN LAIN-LAIN 1 2 3 4 5 6 7
Pek. Saluran air hujan Pek. Pintu Pek. Pengecattan dengan cat besi dan zincromate Pek. Pengecattan dengan cat tembok Alat bantu kerja konstruksi (baud, mesin las, gerinda dll) Transport baja Pembersihan Lokasi Bekas bekrja
m' ls kg m² kg kg ls
150.00 1.00 32,917.13 2,768.00 32,917.13 32,917.13 1.00
210,000.00 57,000,000.00 1,300.00 12,800.00 1,200.00 500.00 15,000,000.00
31,500,000.00 57,000,000.00 42,792,265.60 35,430,400.00 39,500,552.87 16,458,563.69 15,000,000.00 237,681,782.16
TOTAL Ppn + Pph 12,5% GRAND TOTAL DIBULATKAN
245640875.xls.ms_office / rab
2,558,340,854.36 319,792,606.79 2,878,133,461.15 2,878,133,000.00
Hal. 3 / 3
: BENDA- CICURUG SUKABUMI
NO
URAIAN PEKERJAAN
I
SAT.
VOLUME
HARGA SATUAN
JUMLAH
PEKERJAAN PERSIAPAN 1 2 3 4 5 6 7 8 9
II
Mobilisasi / demob peralatan Mobilisasi / demob tenaga kerja Penyediaan daya listrik dan air kerja Gudang sementara dan ruangan kerja Keamanan Proyek Ijin-ijin Lingkungan & Koordinasi Lapangan Safety equipment Shop Drawing, As Built Drawing dan dokumentasi Pengukuran (eutzet)
unit unit unit Ls Ls Ls Ls Ls Ls
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
15,000,000.00 7,500,000.00 35,000,000.00 10,000,000.00 7,500,000.00 7,000,000.00 10,000,000.00 5,000,000.00
15,000,000.00 7,500,000.00 35,000,000.00 10,000,000.00 7,500,000.00 7,000,000.00 10,000,000.00 5,000,000.00 97,000,000.00
150.00 94.50 69.30
47,707.00 52,552.00 13,695.00
216,150.00 766,876.00 2,835,194.00 3,539,838.00 4,813,501.00 68,000.00
7,156,050.00 4,966,164.00 949,063.50 14,962,983.75 10,122,763.20 71,446,888.80 29,734,639.20 115,524,024.00 7,616,000.00 262,478,576.45
PEKERJAAN SIPIL A
PEKERJAAN TANAH dan PONDASI
1 2 3 4 5 6 7 8 9 10 11
Pengukuran dan pemasangan bouwplank Galian tanah biasa sedalam sampai 1 meter Urug kembali bekas galian Kupas tanah Pemadatan tanah Urugan pasir bawah pondasi dan bawah lantai Lantai kerja, 1 Pc : 3 Ps : 5 Kr Pondasi plat 150x150, beton K225 Kolom pedestal 30/40, beton K-225 Sloof beton struktur 20/40, beton K-225
m' m3 m3 m3 m3 m3 m3 m3 m3 m3
Pas. Angkur besi 1" x 800 mm
bh
69.23 13.20 25.20 8.40 24.00 112.00
m3
B
PEKERJAAN PASANGAN DAN PLESTERAN
1
Pasangan pondasi batu kali , ad. 1 Pc : 4 Ps
38.75
650,595.00
25,210,556.25
3
2
Kolom beton struktur 15/20, beton K-225
m
6.84
4,067,078.00
27,818,813.52
3
Kolom beton 15/15, beton K-225
m3
10.13
4,781,299.00
48,410,652.38
Balok latei 15/20, beton K-225
m
3
4.50
5,897,565.00
26,539,042.50
5 6 7 8 9
Ring balok beton 15/20, beton K-225 Pasangan bata Hebel Pasangan Glass block Plesteran 1 Pc : 5 Ps, tebal 25 mm Acian dinding bata
m3 m² bh m² m²
4.50 1,384.00 224.00 2,768.00 2,768.00
3,552,915.00 120,000.00 75,000.00 37,345.00 17,006.00
15,988,117.50 166,080,000.00 16,800,000.00 103,370,960.00 47,072,608.00 477,290,750.15
C
PEKERJAAN LANTAI
1
Urugan sirtu tebal 15 cm (di padatkan)
m3
187.50
176,000.00
33,000,000.00
2
Lantai kerja, 1 Pc : 3 Ps : 5 Kr
m3
105.00
766,876.00
80,521,980.00
3
250.00 1,250.00
1,800,000.00 75,000.00
450,000,000.00 93,750,000.00
10.50
1,800,000.00
18,900,000.00 676,171,980.00
4
3 4
Cor lantai tebal 20 cm, beton K-250 finishing lantai epoxi 1000 mikron
5
Rabat keliling
245640875.xls.ms_office / rab
m
m² m3
Hal. 1 / 3
NO
URAIAN PEKERJAAN
III
SAT.
VOLUME
HARGA SATUAN
JUMLAH
PEKERJAAN KONSTRUKSI BAJA A
BANGUNAN UTAMA (uk. 25x50 M)
1
Kolom WF 350.175.7.11 Rafter WF 300.150.6,5.9 Kolom gebel Wf 200.100.5,5.8 Konsol WF 150.75.6.9 Gordeng CNP 125.50.2,3 Base plat 16 mm Plat t 12 mm Stefener plat 8 mm Dudukan gordeng plat 6 mm Trekstank besi 10 mm Brecing besi 16 mm Baudt HTB A325 Rangka listplank besi hollo 40x40 Penutup listplank Z/A tct 0,35 Flashing Listplank Z/A tct 0,35 Dudukan Talang plat setrip 40.4 Pasang talang datar, Z/A tct 0,40 mm, lebar 50 cm Talang vertikal PVC 6" + gantungan plat setrip 30.3 Pasang atap Zincalumn tct 0,40 Pasang nok Z/A tct 0,40 mm Roofing
2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
B
KANOPY (uk. 3x8 M)
1 2 3 4 5 6 7 8 9 10
Konsol WF 200.100.55.8 Gordeng CNP 125.50.2,3 Gantungan konsol pipa 1" Trekstank besi 10 mm Brecing besi 16 mm Rangka listplank besi hollo 40x40 Penutup listplank Z/A tct 0,35 Flashing listplank Z/A tct 0,35 Pasang atap zincalumn tct 0,40 Flashing dinding Z/A tct 0,35
245640875.xls.ms_office / rab
kg kg kg kg kg kg kg kg kg kg kg bh kg m² m' kg m' m' m² m' bh
8,928.00 10,556.00 1,320.60 420.00 6,717.54 301.44 791.28 376.80 275.54 255.57 381.65 350.00 1,848.83 160.00 160.00 200.96 106.00 60.00 1,590.00 53.00 6,360.00
17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 7,500.00 17,000.00 98,000.00 48,000.00 17,000.00 123,600.00 90,000.00 118,000.00 98,000.00 750.00
151,776,000.00 179,452,000.00 22,450,200.00 7,140,000.00 114,198,236.10 5,124,480.00 13,451,760.00 6,405,600.00 4,684,095.00 4,344,710.40 6,488,100.86 2,625,000.00 31,430,144.00 15,680,000.00 7,680,000.00 3,416,320.00 13,101,600.00 5,400,000.00 187,620,000.00 5,194,000.00 4,770,000.00 792,432,246.36
kg kg kg kg kg kg m² m' m² m'
170.40 141.55 19.44 6.39 31.80 173.33 12.00 15.00 32.00 8.00
17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 17,000.00 98,000.00 48,000.00 118,000.00 48,000.00
2,896,800.00 2,406,370.40 330,480.00 108,617.76 540,675.07 2,946,576.00 1,176,000.00 720,000.00 3,776,000.00 384,000.00 15,285,519.23
Hal. 2 / 3
NO
URAIAN PEKERJAAN
IV
SAT.
VOLUME
HARGA SATUAN
JUMLAH
PEKERJAAN LAIN-LAIN 1 2 3 4 5 6 7
Pek. Saluran air hujan Pek. Pintu Pek. Pengecattan dengan cat besi dan zincromate Pek. Pengecattan dengan cat tembok Alat bantu kerja konstruksi (baud, mesin las, gerinda dll) Transport baja Pembersihan Lokasi Bekas bekrja
m' ls kg m² kg kg ls
150.00 1.00 32,917.13 2,768.00 32,917.13 32,917.13 1.00
210,000.00 57,000,000.00 1,300.00 12,800.00 1,200.00 500.00 15,000,000.00
31,500,000.00 57,000,000.00 42,792,265.60 35,430,400.00 39,500,552.87 16,458,563.69 15,000,000.00 237,681,782.16
TOTAL Ppn + Pph 12,5% GRAND TOTAL DIBULATKAN
245640875.xls.ms_office / rab
2,558,340,854.36 319,792,606.79 2,878,133,461.15 2,878,133,000.00
Hal. 3 / 3
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