Rab Kolam Renang Medan 3gq2z
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Rencana Anggaran Biaya (RAB) NO
URAIAN PEKERJAAN
VOLUME
SAT
HARGA SATUAN (Rp)
JUMLAH (Rp)
I. PEKERJAAN PONDASI 1.1. Pekerjaan Persiapan 1.1.1. Pembersihan Lapangan 1.1.2. Pemasangan Bouplank/Pengukuran 1.1.3. Pengadaan Air Kerja
903.0000 136.0000 1.0000
M M2 Ls
2
14,250 34,818 4,500,000
12,867,750 4,735,251 4,500,000 22,103,001
1.2. Pekerjaan Galian 1.2.1. Galian Tanah Biasa 1 Meter 1.2.2. Galian Tanah Biasa 2 Meter 1.2.8. Pemadatan Tanah
121.0000 626.0000 51.5000
M M3 3 M
3
37,000 48,580 46,250
4,477,000 30,411,080 2,381,875 37,269,955
1.3. Pemasangan Pondasi Batu Kali 1.3.3. Pasangan Pondasi Batu Kali
12.1000
M
3
703,575
8,513,258 8,513,258
II. PEKERJAAN BETON 2.1. Beton Bertulang 2.1.2. Kolom 15/15 2.1.3. Kolom 20/20 2.1.8. Kolom 20 x 30 2.1.25. Balok 15 x 20 2.1.28. Balok 20 x 20 2.1.39. Balok 20 x 35 2.1.46. Plat Lantai Beton Kolam Renang 2.1.46. Dinding Beton Kolam Renang 2.1.47 Pekerjaan waterprofing
0.1485 0.8880 0.2400 3.3000 5.2800 6.0900 103.0000 36.0000 695.0000
M3 3 M M3 3 M M3 M3 3 M M3 m2
5,372,356 5,756,760 3,679,496 4,639,230 5,381,760 4,403,231 1,783,470 1,783,470 187,890
797,795 5,112,002 883,079 15,309,458 28,415,690 26,815,676 183,697,401 64,204,917 130,583,550 455,819,569
III. PEKERJAAN DINDING 3.1. Dinding 2.2.2. Pasangan Dinding Batubata (1:2)
180.0000
M3
105,995
19,079,100 19,079,100
VI. PEKERJAAN PLASTERAN 6.1. Plasteran 6.1.1. Plasteran Dinding (1:2) 6.1.3. Acian
360.0000 180.0000
M2 M2
46,994 10,517
16,917,840 1,893,110 18,810,950
121,250
1,248,875 1,248,875
VII. PEKERJAAN LANTAI 7.1. Urugan Bawah Lantai 7.1.1. Urugan Pasir 7.2. Pasangan Lantai 7.2.1. Pasangan Lantai Keramik Area Jalan Kolam Uk.40 x 40 7.2.1. Pasangan Lantai Keramik Area Jalan UK.20x 20 7.2.2. Pasangan Lantai Kramik UK.20 x 20 7.2.3. Pasangan Dinding Kramik UK.20 x 20
XI. PEK. PERLENGKAPAN LUAR 11.1 Rabat Beton (1:3:5) 11.2 Pekerjaan Tangga Kolam Renang 11.3 Pekerjaan Saluran Keliling Pembuangan Air Limpahan
10.3000
264.0000 22.0000 515.0000 180.0000
M2 M2 M2 M2
182,771 204,121 182,771 204,121
48,251,544 4,490,662 94,127,065 36,741,780 183,611,051
25.7500 4.0000 55.0000
m3 bh m2
998,600 3,750,000 425,000
25,713,950 15,000,000 23,375,000 64,088,950
Jumlah Biaya Pekerjaan Fisik
Terbilang : Delapan Ratus Sepuluh Juta Lima Ratus Empat Puluh Empat Ribu Tujuh Ratus Delapan Rupiah.
810,544,708
URAIAN PEKERJAAN
VOLUME
SAT
HARGA SATUAN (Rp)
JUMLAH (Rp)
I. PEKERJAAN PONDASI 1.1. Pekerjaan Persiapan 1.1.1. Pembersihan Lapangan 1.1.2. Pemasangan Bouplank/Pengukuran 1.1.3. Pengadaan Air Kerja
903.0000 136.0000 1.0000
M M2 Ls
2
14,250 34,818 4,500,000
12,867,750 4,735,251 4,500,000 22,103,001
1.2. Pekerjaan Galian 1.2.1. Galian Tanah Biasa 1 Meter 1.2.2. Galian Tanah Biasa 2 Meter 1.2.8. Pemadatan Tanah
121.0000 626.0000 51.5000
M M3 3 M
3
37,000 48,580 46,250
4,477,000 30,411,080 2,381,875 37,269,955
1.3. Pemasangan Pondasi Batu Kali 1.3.3. Pasangan Pondasi Batu Kali
12.1000
M
3
703,575
8,513,258 8,513,258
II. PEKERJAAN BETON 2.1. Beton Bertulang 2.1.2. Kolom 15/15 2.1.3. Kolom 20/20 2.1.8. Kolom 20 x 30 2.1.25. Balok 15 x 20 2.1.28. Balok 20 x 20 2.1.39. Balok 20 x 35 2.1.46. Plat Lantai Beton Kolam Renang 2.1.46. Dinding Beton Kolam Renang 2.1.47 Pekerjaan waterprofing
0.1485 0.8880 0.2400 3.3000 5.2800 6.0900 103.0000 36.0000 695.0000
M3 3 M M3 3 M M3 M3 3 M M3 m2
5,372,356 5,756,760 3,679,496 4,639,230 5,381,760 4,403,231 1,783,470 1,783,470 187,890
797,795 5,112,002 883,079 15,309,458 28,415,690 26,815,676 183,697,401 64,204,917 130,583,550 455,819,569
III. PEKERJAAN DINDING 3.1. Dinding 2.2.2. Pasangan Dinding Batubata (1:2)
180.0000
M3
105,995
19,079,100 19,079,100
VI. PEKERJAAN PLASTERAN 6.1. Plasteran 6.1.1. Plasteran Dinding (1:2) 6.1.3. Acian
360.0000 180.0000
M2 M2
46,994 10,517
16,917,840 1,893,110 18,810,950
121,250
1,248,875 1,248,875
VII. PEKERJAAN LANTAI 7.1. Urugan Bawah Lantai 7.1.1. Urugan Pasir 7.2. Pasangan Lantai 7.2.1. Pasangan Lantai Keramik Area Jalan Kolam Uk.40 x 40 7.2.1. Pasangan Lantai Keramik Area Jalan UK.20x 20 7.2.2. Pasangan Lantai Kramik UK.20 x 20 7.2.3. Pasangan Dinding Kramik UK.20 x 20
XI. PEK. PERLENGKAPAN LUAR 11.1 Rabat Beton (1:3:5) 11.2 Pekerjaan Tangga Kolam Renang 11.3 Pekerjaan Saluran Keliling Pembuangan Air Limpahan
10.3000
264.0000 22.0000 515.0000 180.0000
M2 M2 M2 M2
182,771 204,121 182,771 204,121
48,251,544 4,490,662 94,127,065 36,741,780 183,611,051
25.7500 4.0000 55.0000
m3 bh m2
998,600 3,750,000 425,000
25,713,950 15,000,000 23,375,000 64,088,950
Jumlah Biaya Pekerjaan Fisik
Terbilang : Delapan Ratus Sepuluh Juta Lima Ratus Empat Puluh Empat Ribu Tujuh Ratus Delapan Rupiah.
810,544,708
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