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DAFTAR ANALISA HARGA SATUAN
I. PEKERJAAN TANAH
SNI DT-91-0006-2007-6.1
Galian Tanah Manual
Tenaga
- Pekerja 0.7500 OH x Rp 45,000.00
- Mandor 0.0250 OH x Rp 60,000.00
Jumlah
Dibulatkan
Galian Tanah Menggunakan Alat Berat Untuk Kolam
Tenaga
- Pekerja 0.0346 OH x Rp 45,000.00
- Mandor 0.0173 OH x Rp 60,000.00
Alat
- Excavator 0.0173 Jam x Rp 286,700.00
- Dump Truck 0.1493 Jam x Rp 241,500.00
- Alat Bantu 1.0000 Ls x Rp 2,500.00
Jumlah
Dibulatkan
SNI DT-91-0006-2007
Urugan Sirtu Padat
Bahan
- Pasir Urug 1.2000 m³ x Rp 125,000.00
Tenaga
- Pekerja 0.2500 OH x Rp 45,000.00
- Mandor 0.0100 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0006-2007-6.11
Urugan Pasir Bawah Pondasi
Bahan
- Pasir Urug 1.2000 m³ x Rp 25,000.00
Tenaga
- Pekerja 0.3000 OH x Rp 45,000.00
- Mandor 0.0100 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0006-2007
Mengurug Tanah Timbun (dari luar) untuk Peninggian Elevasi Lantai
Bahan
- Tanah Urug 1.2000 m³ x Rp 15,000.00
1 M3
1 M3
1 M3
1 M3
1 M3
Tenaga
- Pekerja 0.6584 OH x Rp 45,000.00
- Mandor 0.1646 OH x Rp 60,000.00
Alat
- Whell Loader 0.0235 Jam x Rp 309,800.00
- Dump Truck 0.1847 Jam x Rp 241,500.00
- Motor Grader 0.0046 Jam x Rp 326,100.00
- Vibrator Roller 0.0075 Jam x Rp 213,300.00
- Water Tank 0.0070 Jam x Rp 189,600.00
Jumlah
Dibulatkan
III. PEKERJAAN PONDASI
SNI DT-91-0007-2007-6.2
Pasangan Batu Kali 1 PC : 5 Ps
Bahan
- Batu Kali 15 cm/20 cm 1.2000 m³ x Rp 175,000.00
- Pasir pasang 0.5440 m³ x Rp 75,000.00
- Semen Portland 136.0000 Kg x Rp 1,800.00
Tenaga
- Pekerja 1.5000 Org x Rp 45,000.00
- Tukang 0.7500 Org x Rp 65,000.00
- Kepala Tukang 0.0750 Org x Rp 70,000.00
- Mandor 0.0750 Org x Rp 60,000.00
Jumlah
Dibulatkan
IV. PEKERJAAN BETON
SNI DT-91-0008-2007-6.1 (K 100)
Beton Mutu fc = 7,4 Mpa (K100), Slump (12±2) cm, w/c = 0,87 (Lantai Kerja) Tebal 5 Cm
Bahan
- Pasir Beton 0.6207 m³ x Rp 122,000.00
- Kerikil Beton 0.7400 m³ x Rp 125,000.00
- Semen Portland 247.0000 Kg x Rp 1,800.00
- Air 215.0000 Ltr x Rp 15.00
Tenaga
- Pekerja 1.6500 OH x Rp 45,000.00
- Tukang 0.2750 OH x Rp 65,000.00
- Kepala Tukang 0.0280 OH x Rp 70,000.00
- Mandor 0.0830 OH x Rp 60,000.00
Jumlah A
Untuk 1 m2 Teb. 5 Cm = 1/20 x Jumlah A
Dibulatkan
SNI DT-91-0008-2007-6.1 (K 100)
Beton Mutu fc = 7,4 Mpa (K100), Slump (12±2) cm, w/c = 0,87 (Lantai Kerja) Tebal 10 Cm
Bahan
- Pasir Beton 0.6207 m³ x Rp 122,000.00
1 M3
1 M3
1 M3
- Kerikil Beton 0.7400 m³ x Rp 125,000.00
- Semen Portland 247.0000 Kg x Rp 1,800.00
- Air 215.0000 Ltr x Rp 15.00
Tenaga
- Pekerja 1.6500 OH x Rp 45,000.00
- Tukang 0.2750 OH x Rp 65,000.00
- Kepala Tukang 0.0280 OH x Rp 70,000.00
- Mandor 0.0830 OH x Rp 60,000.00
Jumlah A
Untuk 1 m2 Teb. 10 Cm = 1/10 x Jumlah A
Dibulatkan
SNI DT-91-0007-2007- (K 225)
Beton Mutu f'c = 20 Mpa (K225), Slump (12±2) cm, w/c = 0,56
Bahan
- Beton Ready Mix K-225 1.0000 m³ x Rp 1,250,000.00
Tenaga
- Pekerja 1.6500 OH x Rp 45,000.00
- Tukang 0.2750 OH x Rp 65,000.00
- Kepala Tukang 0.0280 OH x Rp 70,000.00
- Mandor 0.0830 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0008-2007-6.17
1 Kg Besi Polos
Bahan
- Besi Beton Polos 1.0500 Kg x Rp 8,500.00
- Kawat Beton 0.0500 Kg x Rp 19,600.00
Tenaga
- Pekerja 0.0070 OH x Rp 45,000.00
- Tukang 0.0070 OH x Rp 65,000.00
- Kepala Tukang 0.0007 OH x Rp 70,000.00
- Mandor 0.0004 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0008-2007-6.18
1 Kg Besi Ulir
Bahan
- Besi Beton Ulir 1.0500 Kg x Rp 10,500.00
- Kawat Beton 0.0500 Kg x Rp 19,600.00
Tenaga
- Pekerja 0.0070 OH x Rp 45,000.00
- Tukang 0.0070 OH x Rp 65,000.00
- Kepala Tukang 0.0007 OH x Rp 70,000.00
- Mandor 0.0004 OH x Rp 60,000.00
Jumlah
1 M3
Dibulatkan
SNI DT-91-0008-2007-6.20 ( Bekisting Pondasi )
1 M² Bekisting untuk Pondasi
Bahan
- Kayu Kelas III 0.0400 m³ x Rp 1,900,000.00
- Paku 5 cm - 10 cm 0.3000 Kg x Rp 12,000.00
- Minyak Bekisting 0.1000 Ltr x Rp 22,000.00
Tenaga
- Pekerja 0.5200 OH x Rp 45,000.00
- Tukang 0.2600 OH x Rp 65,000.00
- Kepala Tukang 0.0260 OH x Rp 70,000.00
- Mandor 0.0260 OH x Rp 60,000.00
Jumlah
Digunakan 2 Kali Pakai
Dibulatkan
SNI DT-91-0008-2007-6.21 ( Bekisting Sloof )
1 M² Bekisting untuk Sloof
Bahan
- Kayu Kelas III 0.0450 m³ x Rp 1,900,000.00
- Paku 5 cm - 10 cm 0.3000 Kg x Rp 12,000.00
- Minyak Bekisting 0.1000 Ltr x Rp 22,000.00
Tenaga
- Pekerja 0.5200 OH x Rp 45,000.00
- Tukang 0.2600 OH x Rp 65,000.00
- Kepala Tukang 0.0260 OH x Rp 70,000.00
- Mandor 0.0260 OH x Rp 60,000.00
Jumlah
Digunakan 2 Kali Pakai
Dibulatkan
SNI DT-91-0008-2007-6.22 ( Bekisting Kolom )
1 M² Bekisting untuk Kolom
Bahan
- Kayu Kelas III 0.0400 m³ x Rp 1,900,000.00
- Paku 5 cm - 10 cm 0.4000 Kg x Rp 12,000.00
- Minyak Bekisting 0.2000 Ltr x Rp 22,000.00
- Balok Kayu Kelas III 0.0150 m³ x Rp 1,900,000.00
Tenaga
- Pekerja 0.6600 OH x Rp 45,000.00
- Tukang 0.3300 OH x Rp 65,000.00
- Kepala Tukang 0.0330 OH x Rp 70,000.00
- Mandor 0.0330 OH x Rp 60,000.00
Jumlah
Digunakan 2 Kali Pakai
Dibulatkan
SNI DT-91-0008-2007-6.23 ( Bekisting Balok )
Memasang 1 M² Bekisting untuk Balok
Bahan
- Kayu Kelas III 0.0200 m³ x Rp 1,900,000.00
- Paku 5 cm - 10 cm 0.4000 Kg x Rp 12,000.00
- Minyak Bekisting 2.0000 Ltr x Rp 22,000.00
- Balok Kayu Kelas III 0.0110 m³ x Rp 1,900,000.00
- Plywood Tebal 9 mm 0.3500 Lbr x Rp 225,000.00
Tenaga
- Pekerja 0.6600 OH x Rp 45,000.00
- Tukang 0.3300 OH x Rp 65,000.00
- Kepala Tukang 0.0330 OH x Rp 70,000.00
- Mandor 0.0330 OH x Rp 60,000.00
Jumlah
Digunakan 2 Kali Pakai
Dibulatkan
SNI DT-91-0008-2007-6.24 ( Bekisting Lantai )
Memasang 1 M² Bekisting untuk Lantai
Bahan
- Kayu Kelas III 0.0400 m³ x Rp 1,900,000.00
- Paku 5 cm - 10 cm 0.4000 Kg x Rp 12,000.00
- Minyak Bekisting 0.2000 Ltr x Rp 22,000.00
- Balok Kayu Kelas III 0.0150 m³ x Rp 1,900,000.00
- Plywood Tebal 9 mm 0.3500 Lbr x Rp 225,000.00
- Dolken Kayu Ø 8-10 panjang 4 m 6.0000 Btg x Rp 18,000.00
Tenaga
- Pekerja 0.6600 OH x Rp 45,000.00
- Tukang 0.3300 OH x Rp 65,000.00
- Kepala Tukang 0.0330 OH x Rp 70,000.00
- Mandor 0.0330 OH x Rp 60,000.00
Jumlah
Digunakan 1 Kali Pakai
Dibulatkan
SNI DT-91-0008-2007-6.25 ( Bekisting Tangga )
Memasang 1 M² Bekisting untuk Tangga
Bahan
- Kayu Kelas III 0.0300 m³ x Rp 1,900,000.00
- Paku 5 cm - 10 cm 0.4000 Kg x Rp 12,000.00
- Minyak Bekisting 0.1500 Ltr x Rp 22,000.00
- Balok Kayu Kelas III 0.0150 m³ x Rp 1,900,000.00
- Plywood Tebal 9 mm 0.3500 Lbr x Rp 225,000.00
- Dolken Kayu Ø 8-10 panjang 4 m 2.0000 Btg x Rp 18,000.00
Tenaga
- Pekerja 0.6600 OH x Rp 45,000.00
- Tukang 0.3300 OH x Rp 65,000.00
- Kepala Tukang 0.0330 OH x Rp 70,000.00
- Mandor 0.0330 OH x Rp 60,000.00
Jumlah
Digunakan 2 Kali Pakai
Dibulatkan
Pekerjaan Lain-lain
Membongkar dan Menyiram Beton 1.0000 Ls x Rp 50,000.00
Dibulatkan
REKAPITULASI PEKERJAAN BETONSuplemen 2
1 M³ Beton Bertulang Pondasi Setempat (T1) Uk. 100 x 100 x 15
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
160.0000 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
0.6000 m² SNI DT-91-0008-2007-6.20 ( Bekix Rp 62,700.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 2.1
1 M³ Beton Bertulang Pondasi Setempat (T1 A) Uk. 100 x 225 x 15
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
143.0000 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
0.9750 m² SNI DT-91-0008-2007-6.20 ( Bekix Rp 62,700.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 2.2
1 M³ Beton Bertulang Pondasi Setempat (T1 A) Uk. 100 x 138 x 15
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
129.0000 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
2.4200 m² SNI DT-91-0008-2007-6.20 ( Bekix Rp 62,700.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 2.3
1 M³ Beton Bertulang Pondasi Setempat (T2) Uk. 80 x 80 x 15
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
142.0000 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
0.4800 m² SNI DT-91-0008-2007-6.20 ( Bekix Rp 62,700.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 3
1 M³ Sloof (TB 1) Beton Bertulang Uk. 200 x 300
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
59.3700 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
111.2700 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
8.3333 m² SNI DT-91-0008-2007-6.21 ( Bekix Rp 67,400.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 3.1
1 M³ Sloof (TB 2) Beton Bertulang Uk. 200 x 400
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
46.4500 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
100.4400 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
7.5000 m² SNI DT-91-0008-2007-6.21 ( Bekix Rp 67,400.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 3.2
1 M³ Sloof (TB 3) Beton Bertulang Uk. 200 x 500
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
42.9300 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
154.6700 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
7.0000 m² SNI DT-91-0008-2007-6.21 ( Bekix Rp 67,400.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 3.3
1 M³ Sloof (TB 4) Beton Bertulang Uk. 200 x 700
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
61.1900 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
170.9200 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
6.4286 m² SNI DT-91-0008-2007-6.21 ( Bekix Rp 67,400.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 4
1 M³ Balok (B 1) Beton Bertulang Uk. 200 x 300
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
45.8300 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
142.8300 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
10.0000 m² SNI DT-91-0008-2007-6.23 ( Bekix Rp 120,900.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 4.1
1 M³ Balok (B 2) Beton Bertulang Uk. 200 x 400
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
43.0400 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
144.8800 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
7.5000 m² SNI DT-91-0008-2007-6.23 ( Bekix Rp 120,900.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 4.2
1 M³ Balok (B 2 K) Beton Bertulang Uk. 200 x 400
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
55.8200 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
197.4400 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
7.5000 m² SNI DT-91-0008-2007-6.23 ( Bekix Rp 120,900.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 4.3
1 M³ Balok (B 4) Beton Bertulang Uk. 150 x 400
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
70.1700 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
114.4000 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
9.1667 m² SNI DT-91-0008-2007-6.23 ( Bekix Rp 120,900.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 4.4
1 M³ Balok (B 5) Beton Bertulang Uk. 150 x 300
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
76.5600 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
125.5500 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
10.0000 m² SNI DT-91-0008-2007-6.23 ( Bekix Rp 120,900.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 4.5
1 M³ Balok (B 6) Beton Bertulang Uk. 250 x 450
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
45.9600 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
146.3900 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
6.2220 m² SNI DT-91-0008-2007-6.23 ( Bekix Rp 120,900.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 4.6
1 M³ Balok (B 3) Beton Bertulang Uk. 200 x 400
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
43.0400 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
127.1100 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
7.5000 m² SNI DT-91-0008-2007-6.23 ( Bekix Rp 120,900.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 4.7
1 M³ Balok (B 7) Beton Bertulang Uk. 200 x 500
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
51.0100 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
103.1500 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
7.0000 m² SNI DT-91-0008-2007-6.23 ( Bekix Rp 120,900.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 5
1 M³ Kolom (K 2) Beton Bertulang Uk. 130 x 250
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
50.8600 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
127.9600 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
20.0000 m² SNI DT-91-0008-2007-6.22 ( Bekix Rp 84,500.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 5.1
1 M³ Kolom (K 2A) Beton Bertulang Uk. 200 x 200
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
43.6900 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
162.2200 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
23.3850 m² SNI DT-91-0008-2007-6.22 ( Bekix Rp 84,500.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 5.2
1 M³ Kolom (K 2 B) Beton Bertulang Uk. 250 x 250
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
35.9700 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
210.6000 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
16.0000 m² SNI DT-91-0008-2007-6.22 ( Bekix Rp 84,500.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 5.3
1 M³ Kolom (K 3) Beton Bertulang Uk. 130 x 300
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
50.5100 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
160.5300 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
22.0513 m² SNI DT-91-0008-2007-6.22 ( Bekix Rp 84,500.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 5.4
1 M³ Kolom (K 4 ) Beton Bertulang Uk. 130 x 400
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
49.7000 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
172.3700 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
20.3860 m² SNI DT-91-0008-2007-6.22 ( Bekix Rp 84,500.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 5.4
1 M³ Kolom (K 4 A) Beton Bertulang Uk. 130 x 450
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
49.2400 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
155.7000 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
19.8291 m² SNI DT-91-0008-2007-6.22 ( Bekix Rp 84,500.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 5.5
1 M³
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
50.8600 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
127.9600 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
25.4771 m² SNI DT-91-0008-2007-6.22 ( Bekix Rp 84,500.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Kolom (KC 2) Beton Bertulang ø 200
Suplemen 5.6
1 M³
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
43.7200 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
214.0400 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
16.9870 m² SNI DT-91-0008-2007-6.22 ( Bekix Rp 84,500.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 5.7
1 M³ Kolom (K P2) Beton Bertulang Uk. 150 x 500
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
24.5000 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
165.6300 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
17.3333 m² SNI DT-91-0008-2007-6.22 ( Bekix Rp 84,500.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 12.a
1 M³ Plat Beton TP 80 mm ( Lantai Dasar )
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
12.6000 m² BRC M6 @ 150 x Rp 35,000.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 12.b
1 M³ Plat Beton TP 100 mm
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
197.4600 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
10.0000 m² SNI DT-91-0008-2007-6.24 ( Bekisting Lanta Rp 355,800.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 12.c
1 M³ Plat Beton TP 120 mm
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
168.650 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
8.3300 m² SNI DT-91-0008-2007-6.24 ( Bekisting Lanta Rp 355,800.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 12.d
1 M³ Plat Beton TP 130 mm
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
167.9800 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
1.0000 m² SNI DT-91-0008-2007-6.24 ( Bekisting Lanta Rp 355,800.00
Kolom (KC 2A) Beton Bertulang ø 250
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 12.e
1 M³ Plat Beton TP 150 mm
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
248.0000 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
6.6700 m² SNI DT-91-0008-2007-6.24 ( Bekisting Lanta Rp 355,800.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 12.f
1 M³ Plat Beton TP 200 mm
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
197.5600 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
5.0000 m² SNI DT-91-0008-2007-6.24 ( Bekisting Lanta Rp 355,800.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
Suplemen 12.g
1 M³ Plat Beton TP 250 mm
1.0000 m³ SNI DT-91-0007-2007- (K 225) x Rp 1,349,000.00
70.4300 Kg SNI DT-91-0008-2007-6.17 (Besix Rp 10,700.00
281.7200 Kg SNI DT-91-0008-2007-6.18 (Besi x Rp 12,800.00
4.0000 m² SNI DT-91-0008-2007-6.24 ( Bekisting Lanta Rp 355,800.00
1.0000 Ls Pekerjaan Lain-Lain x Rp 50,000.00
Jumlah
Dibulatkan
V. PEKERJAAN DINDING
SNI DT-91-0009-2007-6.3
1 M² Pasangan Dinding Bata 1 Pc : 4 Psr
Bahan
- Pasir Pasang 0.0430 m³ x Rp 75,000.00
- Batu Bata 70.0000 Buah x Rp 800.00
- Semen Portland 11.5000 Kg x Rp 1,800.00
Tenaga
- Pekerja 0.3000 OH x Rp 45,000.00
- Tukang 0.1000 OH x Rp 65,000.00
- Kepala Tukang 0.0100 OH x Rp 70,000.00
- Mandor 0.0150 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0009-2007-6.7
1 M² Pasangan Dinding Bata Trasram 1 Pc : 2 Psr
Bahan
- Pasir Pasang 0.0380 m³ x Rp 75,000.00
- Batu Bata 70.0000 Buah x Rp 800.00
- Semen Portland 18.9500 Kg x Rp 1,800.00
Tenaga
- Pekerja 0.3000 OH x Rp 45,000.00
- Tukang 0.1000 OH x Rp 65,000.00
- Kepala Tukang 0.0100 OH x Rp 70,000.00
- Mandor 0.0150 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0009-2007-6.3.a
1 M² Pasangan Dinding Rosster 1 Pc : 4 Psr
Bahan
- Pasir Pasang 0.0350 m³ x Rp 75,000.00
- Rooster Bintang 30.0000 Buah x Rp 7,500.00
- Semen Portland 11.0000 Kg x Rp 1,800.00
Tenaga Jumlah
- Pekerja 0.3000 OH x Rp 45,000.00
- Tukang 0.1000 OH x Rp 65,000.00
- Kepala Tukang 0.0100 OH x Rp 70,000.00
- Mandor 0.0150 OH x Rp 60,000.00
Jumlah
Jumlah Bahan + Upah
Dibulatkan
VI. PEKERJAAN PLESTERAN
SNI DT-91-0010-2007-6.2
Memasang 1 M² Plesteran 1 Pc : 2 Psr
Bahan
- Pasir Pasang 0.0200 m³ x Rp 75,000.00
- Semen Portland 10.2240 Kg x Rp 1,800.00
Tenaga
- Pekerja 0.2000 OH x Rp 45,000.00
- Tukang 0.1500 OH x Rp 65,000.00
- Kepala Tukang 0.0150 OH x Rp 70,000.00
- Mandor 0.0100 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0010-2007-6.4
Memasang 1 M² Plesteran 1 Pc : 4 Psr
Bahan
- Pasir Pasang 0.0240 m³ x Rp 75,000.00
- Semen Portland 6.2400 Kg x Rp 1,800.00
Tenaga
- Pekerja 0.2000 OH x Rp 45,000.00
- Tukang 0.1500 OH x Rp 65,000.00
- Kepala Tukang 0.0150 OH x Rp 70,000.00
- Mandor 0.0100 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0010-2007-6.27
Memasang 1 M² Acian
Bahan
- Semen Portland 3.2500 Kg x Rp 1,800.00
Tenaga
- Pekerja 0.1500 OH x Rp 45,000.00
- Tukang 0.1000 OH x Rp 65,000.00
- Kepala Tukang 0.0100 OH x Rp 70,000.00
- Mandor 0.0080 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0010-2007-6.2.a
Memasang 1 M² Plesteran 1 Pc : 2 Psr + Koral Putih (Finishing Atap Dak )
Bahan
- Koral Putih 2.500 Kg x Rp 12,000.00
- Pasir Pasang 0.0200 m³ x Rp 75,000.00
- Semen Warna 10.2240 Kg x Rp 2,500.00
Tenaga
- Pekerja 0.2000 OH x Rp 45,000.00
- Tukang 0.1500 OH x Rp 65,000.00
- Kepala Tukang 0.0150 OH x Rp 70,000.00
- Mandor 0.0100 OH x Rp 60,000.00
Jumlah
Dibulatkan
VII. PEKERJAAN KAYU
SNI DT-91-0011-2007-6.22
Memasang 1 M' Lisplank Kayu
Bahan
- Papan Kayu Kelas I 0.0110 m³ x Rp 6,500,000.00
- Paku Biasa 5 cm - 7 cm 0.0500 Kg x Rp 12,000.00
Tenaga
- Pekerja 0.1000 OH x Rp 45,000.00
- Tukang 0.2000 OH x Rp 65,000.00
- Kepala Tukang 0.0200 OH x Rp 70,000.00
- Mandor 0.0050 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0011-2007-6.23
Bahan
- Woodplank Tebal 8 mm Ex SIAM I 1.0000 x Rp 75,000.00
Memasang 1 M² Woodplank Tebal 8mm
m²
- Baut Scruw 21.0000 bh x Rp 400.00
- Besi Holow 40x40x1.2 6.0000 m' x Rp 40,000.00
- Anl. Pengecatan Zinc chromate 0.9600 x Rp 33,900.00
- Anl. Coating 1.0000 x Rp 30,600.00
Tenaga
- Pekerja 0.1000 OH x Rp 45,000.00
- Tukang 0.2000 OH x Rp 65,000.00
- Kepala Tukang 0.0200 OH x Rp 70,000.00
- Mandor 0.0050 OH x Rp 60,000.00
Jumlah
Dibulatkan
VIII. PEKERJAAN PENUTUP LANTAI
SNI DT-91-0012-2007-6.35
1 M² Keramik 300 x 300 mm
Bahan
- Keramik 300 x 300 mm Asia Tile 11.0000 Buah x Rp 4,500.00
- Pasir Pasang 0.0450 m³ x Rp 75,000.00
- Semen Portland 10.0000 Kg x Rp 1,800.00
- Semen Warna 1.5000 Kg x Rp 2,500.00
Tenaga
- Pekerja 0.6200 OH x Rp 45,000.00
- Tukang 0.3500 OH x Rp 65,000.00
- Kepala Tukang 0.0350 OH x Rp 70,000.00
- Mandor 0.0300 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0012-2007-6.36
1 M² Keramik 200 x 200 mm
Bahan
- Keramik 200 x 200 mm Asia Tile 25.0000 Buah x Rp 2,000.00
- Pasir Pasang 0.0450 m³ x Rp 75,000.00
- Semen Portland 10.4000 Kg x Rp 1,800.00
- Semen Warna 1.6200 Kg x Rp 2,500.00
Tenaga
- Pekerja 0.6200 OH x Rp 45,000.00
- Tukang 0.3500 OH x Rp 65,000.00
- Kepala Tukang 0.0350 OH x Rp 70,000.00
- Mandor 0.0300 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0012-2007-6.67
1 M² Batu Granit Nero Absoluto Uk 400 x 400 mm
Bahan
- Granit Nero Absoluto (Niro Granite 1.0000 x Rp 125,000.00
m²m²
m²
- Pasir Pasang 0.0450 m³ x Rp 75,000.00
- Semen Portland @ 40 Kg Andalas 9.8000 Kg x Rp 1,800.00
- Semen Warna 1.3000 Kg x Rp 2,500.00
Tenaga
- Pekerja 0.5000 OH x Rp 45,000.00
- Tukang 0.2500 OH x Rp 65,000.00
- Kepala Tukang 0.0250 OH x Rp 70,000.00
- Mandor 0.0250 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0012-2007-6.68
1 M² Keramik Homogeneous Tile 600 x 600 mm Polished
Bahan
- Keramik 600 x 600 mm ( Niro Gran 1.0000 x Rp 180,000.00
- Pasir Pasang 0.0450 m³ x Rp 75,000.00
- Semen Portland @ 40 Kg 10.0000 Kg x Rp 1,800.00
- Semen Warna 1.5000 Kg x Rp 2,500.00
Tenaga
- Pekerja 0.6200 OH x Rp 45,000.00
- Tukang 0.3500 OH x Rp 65,000.00
- Kepala Tukang 0.0350 OH x Rp 70,000.00
- Mandor 0.0300 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0012-2007-6.69
1 M' Plint Homogenous Tile 100 x 600 mm Polished
Bahan
- Plint Homogenous 100 x 600 mm ( 1.6000 Buah x Rp 2,000.00
- Pasir Pasang 0.0040 m³ x Rp 75,000.00
- Semen Portland @ 40 Kg 1.1600 Kg x Rp 1,800.00
- Semen Warna 0.1000 Kg x Rp 2,500.00
Tenaga
- Pekerja 0.0900 OH x Rp 45,000.00
- Tukang 0.0900 OH x Rp 65,000.00
- Kepala Tukang 0.0090 OH x Rp 70,000.00
- Mandor 0.0050 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0012-2007-6.69.a
1 M' Plint Keramik Ukuran 100 x 200 mm
Bahan
- Plint Keramik 100 x 200 mm Asia T 5.3000 Buah x Rp 1,000.00
- Pasir Pasang 0.0030 m³ x Rp 75,000.00
- Semen Portland @ 40 Kg 1.1400 Kg x Rp 1,800.00
- Semen Warna 0.0250 Kg x Rp 2,500.00
m²
Tenaga
- Pekerja 0.0900 OH x Rp 45,000.00
- Tukang 0.0900 OH x Rp 65,000.00
- Kepala Tukang 0.0090 OH x Rp 70,000.00
- Mandor 0.0050 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0012-2007-6.69.b
1 M' Plint Keramik Ukuran 100 x 300 mm
Bahan
- Plint Keramik 100 x 300 mm Asia T 3.5300 Buah x Rp 1,500.00
- Pasir Pasang 0.0030 m³ x Rp 75,000.00
- Semen Portland @ 40 Kg 1.1400 Kg x Rp 1,800.00
- Semen Warna 0.1000 Kg x Rp 2,500.00
Tenaga
- Pekerja 0.0900 OH x Rp 45,000.00
- Tukang 0.0900 OH x Rp 65,000.00
- Kepala Tukang 0.0090 OH x Rp 70,000.00
- Mandor 0.0050 OH x Rp 60,000.00
Jumlah
Dibulatkan
Bahan
- Parquet Engineered Jati 1.0500 x Rp 125,000.00
- Lem 0.6000 Kg x Rp 7,500.00
Tenaga
- Pekerja 0.7000 OH x Rp 45,000.00
- Tukang 0.3500 OH x Rp 65,000.00
- Kepala Tukang 0.0350 OH x Rp 70,000.00
- Mandor 0.0350 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0012-2007-6.71
Bahan
- Andesit Polished 300 x 300 mm Ni 1.0000 x Rp 120,000.00
- Pasir Pasang 0.0450 m³ x Rp 75,000.00
- Semen Portland @ 40 Kg Andalas 10.0000 Kg x Rp 1,800.00
- Semen Warna 1.5000 Kg x Rp 2,500.00
Tenaga
- Pekerja 0.2600 OH x Rp 45,000.00
- Tukang 0.1300 OH x Rp 65,000.00
- Kepala Tukang 0.0130 OH x Rp 70,000.00
- Mandor 0.0130 OH x Rp 60,000.00
Jumlah
Dibulatkan
Memasang 1 M² Lantai Parquet Engineered Jati
m²
Memasang 1 M² Lantai Andesit Polished 300 x 300 mm
m²
SNI DT-91-0012-2007-6.72
Bahan
- Andesit Rata Mesin 400 x 400 mm 1.0000 x Rp 100,000.00
- Pasir Pasang 0.0450 m³ x Rp 75,000.00
- Semen Portland @ 40 Kg Andalas 9.8000 Kg x Rp 1,800.00
- Semen Warna 1.3000 Kg x Rp 2,500.00
Tenaga
- Pekerja 0.2500 OH x Rp 45,000.00
- Tukang 0.1250 OH x Rp 65,000.00
- Kepala Tukang 0.0130 OH x Rp 70,000.00
- Mandor 0.0130 OH x Rp 60,000.00
Jumlah
Dibulatkan
Bahan
- Andesit Rata Mesin 200 x 300 mm 1.0000 x Rp 100,000.00
- Pasir Pasang 0.0450 m³ x Rp 75,000.00
- Semen Portland @ 40 Kg Andalas 9.8000 Kg x Rp 1,800.00
- Semen Warna 1.3000 Kg x Rp 2,500.00
Tenaga
- Pekerja 0.2500 OH x Rp 45,000.00
- Tukang 0.1250 OH x Rp 65,000.00
- Kepala Tukang 0.0130 OH x Rp 70,000.00
- Mandor 0.0130 OH x Rp 60,000.00
Jumlah
Dibulatkan
Bahan
- Paving Warna 1.0000 x Rp 60,000.00
- Pasir Urug 0.0450 m³ x Rp 25,000.00
Tenaga
- Pekerja 0.0900 OH x Rp 45,000.00
- Tukang 0.0900 OH x Rp 65,000.00
- Kepala Tukang 0.0090 OH x Rp 70,000.00
- Mandor 0.0050 OH x Rp 60,000.00
Jumlah
Dibulatkan
IX. PEKERJAAN LANGIT-LANGIT
SNI DT-91-0013-2007-6.5
Memasang 1 M² Plapond Gypsum tebal 9 mm
Bahan
- Gypsum Exs. Jaya Board 1.0000 x Rp 67,000.00
- Paku 0.1100 Kg x Rp 7,500.00
Memasang 1 M² Lantai Andesit Rata Mesin 400 x 400 mm
m²
Memasang 1 M² Lantai Andesit Rata Mesin 200 x 300 mm
m²
Memasang 1 M² Paving Warna
m²
m²
- Besi Holow 40x40x0.4 mm 5.0000 m' x Rp 40,000.00
- Besi Gantungan 4.0000 Bh x Rp 7,500.00
Tenaga
- Pekerja 0.3000 OH x Rp 45,000.00
- Tukang 0.3000 OH x Rp 65,000.00
- Kepala Tukang 0.0300 OH x Rp 70,000.00
- Mandor 0.0150 OH x Rp 60,000.00
Jumlah
Dibulatkan
Memasang 1 M² Plapond Calcium Cilicate (GRC) tebal 9 mm
Bahan
- Calcium Cilicate GRC tebal 9mm 1.0000 x Rp 125,000.00
- Paku 0.1100 Kg x Rp 7,500.00
- Besi Holow 40x40x0.4 mm 5.0000 m' x Rp 40,000.00
- Besi Gantungan 4.0000 Bh x Rp 7,500.00
Tenaga
- Pekerja 0.3000 OH x Rp 45,000.00
- Tukang 0.3000 OH x Rp 65,000.00
- Kepala Tukang 0.0300 OH x Rp 70,000.00
- Mandor 0.0150 OH x Rp 60,000.00
Jumlah
Dibulatkan
Memasang 1 M' List Plafond
Bahan
- List Kayu 1.0000 m' x Rp 5,500.00
- Paku 0.0100 Kg x Rp 7,500.00
Tenaga
- Pekerja 0.0500 OH x Rp 45,000.00
- Tukang 0.0500 OH x Rp 65,000.00
- Kepala Tukang 0.0050 OH x Rp 70,000.00
- Mandor 0.0030 OH x Rp 60,000.00
Jumlah
Dibulatkan
Memasang 1 M' Tali Air Plafond Aluminium 'U' 20x20 mm
Bahan
- Aluminium 'U' 20 x 20 mm 1.0000 m' x Rp 17,500.00
- Paku 0.0100 Kg x Rp 7,500.00
Tenaga
- Pekerja 0.0500 OH x Rp 45,000.00
- Tukang 0.0500 OH x Rp 65,000.00
- Kepala Tukang 0.0050 OH x Rp 70,000.00
- Mandor 0.0030 OH x Rp 60,000.00
Jumlah
m²
Dibulatkan
1 M' Tali Air Beton 20x20 mm
Bahan
- Semen Portland 3.2500 Kg x Rp 1,800.00
Tenaga
- Pekerja 0.0500 OH x Rp 45,000.00
- Tukang 0.0500 OH x Rp 65,000.00
- Kepala Tukang 0.0050 OH x Rp 70,000.00
- Mandor 0.0030 OH x Rp 60,000.00
Jumlah
Dibulatkan
Analisa Memasang 1 M² Genteng Keramik
Bahan
- Genteng Keramik KIA 25.0000 Bh x Rp 12,500.00
- Baut Genteng dan Karet 25.0000 Bh x Rp 250.00
Tenaga
- Pekerja 0.1500 OH x Rp 45,000.00
- Tukang 0.0750 OH x Rp 65,000.00
- Kepala Tukang 0.0080 OH x Rp 70,000.00
- Mandor 0.0080 OH x Rp 60,000.00
Jumlah
Dibulatkan
Analisa Memasang 1 M' Nok Genteng Keramik
Bahan
- Nok Genteng Keramik KIA 6.0000 Bh x Rp 15,000.00
- Baut Genteng dan Karet 6.0000 Bh x Rp 250.00
Tenaga
- Pekerja 0.1500 OH x Rp 45,000.00
- Tukang 0.0600 OH x Rp 65,000.00
- Kepala Tukang 0.0060 OH x Rp 70,000.00
- Mandor 0.0080 OH x Rp 60,000.00
Jumlah
Dibulatkan
SNI DT-91-0014-2007-6.20
1 M² Rangka Struktur besi kanal C + Atap Spandek
Bahan
- Profil C 4.2600 m' x Rp 12,000.00
- Reng U 0.5 4.9300 m' x Rp 10,000.00
- Baut Truss 14.0000 Buah x Rp 500.00
- Baut Reng 11.0000 Buah x Rp 300.00
Tenaga
- Pekerja 0.1400 OH x Rp 45,000.00
- Tukang 0.4000 OH x Rp 65,000.00
- Kepala Tukang 0.0400 OH x Rp 70,000.00
- Mandor 0.0700 OH x Rp 60,000.00
Jumlah A
1 M² Penutup Atap Spandek
Bahan
- Spandek 1.0200 x Rp 125,000.00
- Baut Atap + Karet 4.0000 Buah x Rp 400.00
Tenaga
- Pekerja 0.1500 OH x Rp 45,000.00
- Tukang 0.3000 OH x Rp 65,000.00
- Kepala Tukang 0.0300 OH x Rp 70,000.00
- Mandor 0.0150 OH x Rp 60,000.00
Jumlah B
Jumlah A + Jumlah
Dibulatkan
1 M² Analisa Membuat Pintu Gerbang.
Bahan
- Besi Holow 40x60x1.6 mm 1.8600 m' x Rp 42,500.00
Besi Holow 20x40x1.6 mm 7.3360 m' x Rp 35,000.00
- Besi Plat 5x30 mm 1.0000 x Rp 75,000.00
- Anl Pengecatan Minyak 1.2100 x Rp 36,300.00
- Accesories pintu 1.0000 Ls x Rp 250,000.00
Tenaga
- Pekerja 1.0500 OH x Rp 45,000.00
- Tukang 1.0500 OH x Rp 65,000.00
- Kepala Tukang 0.1050 OH x Rp 70,000.00
- Mandor 0.0520 OH x Rp 60,000.00
Alat
- Anl Biaya Pengelasan dg Las Listr 120.0000 Cm x Rp 3,600.00
Jumlah
Dibulatkan
10 Cm Pengelasan dengan las listrik
Bahan
- Kawat Las 0.0100 Kg x Rp 12,000.00
- Solar 0.0400 Ltr x Rp 8,000.00
- Minyak Pelumas 0.0400 Ltr x Rp 35,000.00
Tenaga
- Pekerja 0.4000 OH x Rp 45,000.00
- Tukang 0.0200 OH x Rp 65,000.00
- Kepala Tukang 0.0020 OH x Rp 70,000.00
- Mandor 0.0020 OH x Rp 60,000.00
Alat
- Sewa Mesin Las 0.1700 Jam x Rp 87,942.73
Jumlah
Biaya Pengelasan / 1 Cm
m²
m²m²
Dibulatkan
1 M² Analisa Membuat Pagar Besi
Bahan
- Besi Holow 40x40x1.6 mm 13.8000 m' x Rp 40,000.00
- Anl. Pengecatan Minyak 1.2100 x Rp 36,300.00
Tenaga
- Pekerja 1.0500 OH x Rp 45,000.00
- Tukang 1.0500 OH x Rp 65,000.00
- Kepala Tukang 0.1050 OH x Rp 70,000.00
- Mandor 0.0520 OH x Rp 60,000.00
Alat
- Anl Biaya Pengelasan dg Las Listr 67.0000 Cm x Rp 3,600.00
Jumlah
Dibulatkan
1 M² 1 M2 Analisa Hand Rail.
Bahan
- Besi Holow 40x40x1.6 mm 6.7200 m' x Rp 40,000.00
Besi Virkan 12x12x1.6 mm 8.8200 m' x Rp 7,500.00
- Anl. Pengecatan Minyak 1.2100 x Rp 36,300.00
- Accesories 1.0000 Ls x Rp 25,000.00
Tenaga
- Pekerja 1.0500 OH x Rp 45,000.00
- Tukang 1.0500 OH x Rp 65,000.00
- Kepala Tukang 0.1050 OH x Rp 70,000.00
- Mandor 0.0520 OH x Rp 60,000.00
Alat
- Anl Biaya Pengelasan dg Las Listr 57.0000 Cm x Rp 3,600.00
Jumlah
Dibulatkan
1 M² Analisa pekerjaan Rangka Kuda-Kuda Baja Ringan
Bahan
Baja Ringan C 150 x 50 x 20 x 3.3 2.853 m' x Rp 125,000.00
- Sekrup 24.000 bh x Rp 450.00
Tenaga
- Kepala Tukang 0.038 Org x Rp 70,000.00
- Tukang 0.375 Org x Rp 65,000.00
- Pekerja 1.500 Org x Rp 45,000.00
- Mandor 0.075 Org x Rp 60,000.00
Total Analisa Pekerjaan Rangka Kuda-Kuda / m2 Jumlah (a)
1 M² Analisa pekerjaan Gording/Reng Baja Ringan / m2
Bahan
- Reng Baja Ringan KR 30 3.000 m' x Rp 75,000.00
m²
m²
- Sekrup 24.000 bh x Rp 450.00
Tenaga
- Kepala Tukang 0.011 Org x Rp 70,000.00
- Tukang 0.110 Org x Rp 65,000.00
- Pekerja 0.100 Org x Rp 45,000.00
- Mandor 0.005 Org x Rp 60,000.00
Total Analisa Pekerjaan Gording Baja Ringan / m2 Jumlah (b)
Jumlah (a) + Jumlah (b)
Dibulatkan
Analisa 1 M² Coating Watherprofing
Bahan
- Lapis Watherprofing 1.0000 m2 x Rp 2,500.00
Tenaga
- Pekerja 0.4500 OH x Rp 45,000.00
- Tukang 0.1500 OH x Rp 65,000.00
- Kepala Tukang 0.0150 OH x Rp 70,000.00
- Mandor 0.0015 OH x Rp 60,000.00
Jumlah
Dibulatkan
Analisa 1 M² Watherprofing Membrane
Bahan
- Watherprofing Membrane 1.0000 m2 x Rp 125,000.00
- Sewa Alat Las Acytilyn 1.0000 Set x Rp 75,000.00
Tenaga
- Pekerja 0.4500 OH x Rp 45,000.00
- Tukang 0.1500 OH x Rp 65,000.00
- Kepala Tukang 0.0150 OH x Rp 70,000.00
- Mandor 0.0015 OH x Rp 60,000.00
Jumlah
Dibulatkan
XIV. PEKERJAAN PENGECATANPT. T-38-2000-C-B.8
1 M² Pengecatan dg Cat Minyak
Bahan
- Cat Meni 0.2000 Kg x Rp 22,000.00
- Plamir 0.1500 Kg x Rp 13,000.00
- Cat Dasar 0.1700 Kg x Rp 26,000.00
- Cat Minyak 0.3500 Kg x Rp 32,000.00
- Kertas Pasir / Amplas 0.6500 Lbr x Rp 6,000.00
Tenaga
- Pekerja 0.0700 OH x Rp 45,000.00
- Tukang 0.1050 OH x Rp 65,000.00
- Kepala Tukang 0.0040 OH x Rp 70,000.00
- Mandor 0.0030 OH x Rp 60,000.00
Jumlah
Dibulatkan
PT. T-38-2000-C-B.14
1 M² Pengecatan Dinding Luar
Bahan
- Plamir 0.1000 Kg x Rp 13,000.00
- Cat Dasar 0.1000 Kg x Rp 26,000.00
- Cat Dinding Luar Weathershieled 0.2600 Kg x Rp 45,000.00
- Kertas Pasir / Amplas 0.6500 Lbr x Rp 6,000.00
Tenaga
- Pekerja 0.0200 OH x Rp 45,000.00
- Tukang 0.0630 OH x Rp 65,000.00
- Kepala Tukang 0.0063 OH x Rp 70,000.00
- Mandor 0.0030 OH x Rp 60,000.00
Jumlah
Dibulatkan
PT. T-38-2000-C-B.14.a
1 M² Pengecatan Dinding Dalam
Bahan
- Plamir 0.1000 Kg x Rp 13,000.00
- Cat Dasar 0.1000 Kg x Rp 26,000.00
- Cat Dinding Dalam Acrylic ICI D 0.2600 Kg x Rp 26,000.00
- Kertas Pasir/Amplas 0.6500 Lbr x Rp 6,000.00
Tenaga
- Pekerja 0.0200 OH x Rp 45,000.00
- Tukang 0.0630 OH x Rp 65,000.00
- Kepala Tukang 0.0063 OH x Rp 70,000.00
- Mandor 0.0030 OH x Rp 60,000.00
Jumlah
Dibulatkan
PT. T-38-2000-C-B.14.b
1 M² Pelitur Kayu
Bahan
- Pelitur Dasar 0.1500 Ltr x Rp 12,500.00
- Pelitur Jadi IMPRA 0.3720 Ltr x Rp 12,500.00
- Kertas Pasir / Amplas 2.0000 Lbr x Rp 6,000.00
Tenaga
- Pekerja 0.0400 OH x Rp 45,000.00
- Tukang 0.0630 OH x Rp 65,000.00
- Kepala Tukang 0.0630 OH x Rp 70,000.00
- Mandor 0.0030 OH x Rp 60,000.00
Jumlah
Dibulatkan
PT. T-38-2000-C-B.14.c
1 M² Mengerok Permukaan Cat Tembok Lama
Bahan
- Soda Api 0.0500 Kg x Rp 45,000.00
Tenaga
- Pekerja 0.1500 OH x Rp 45,000.00
- Mandor 0.0030 OH x Rp 60,000.00
Jumlah
Dibulatkan
PT. T-38-2000-C-B.14.d
1 M² Mencuci Bidang Permukaan Cat Tembok Lama
Bahan
- Sabun 0.0500 Kg x Rp 25,000.00
Tenaga
- Pekerja 0.1500 OH x Rp 45,000.00
- Mandor 0.0030 OH x Rp 60,000.00
Jumlah
Dibulatkan
PT. T-38-2000-C-B.14.e
1 M² Coating Rosster / Dinding Bata Exspose
Bahan
- Bahan Coating Mowilex 0.1500 Ltr x Rp 25,000.00
- Thener 0.3720 Ltr x Rp 12,000.00
- Kertas Pasir / Amplas 2.0000 Lbr x Rp 6,000.00
Tenaga
- Pekerja 0.0400 OH x Rp 45,000.00
- Tukang 0.0630 OH x Rp 65,000.00
- Kepala Tukang 0.0630 OH x Rp 70,000.00
- Mandor 0.0030 OH x Rp 60,000.00
Jumlah
Dibulatkan
1 M² Mencat Zincromate 1 x Jalan / 10 m2
Bahan
- Cat Zincromate 2.4000 Kg x Rp 45,000.00
- Thener 1.0000 Ltr x Rp 25,000.00
- Kertas Pasir / Amplas 1.0000 Lbr x Rp 6,000.00
Untuk 1 M2 =1/10 x Bahan
Tenaga
- Pekerja 0.0500 OH x Rp 45,000.00
- Tukang 0.1700 OH x Rp 65,000.00
- Kepala Tukang 0.0750 OH x Rp 70,000.00
- Mandor 0.0250 OH x Rp 60,000.00
Jumlah Upah
Jumlah Bahan + Upa
Dibulatkan
Analisa 1 M' Pemasangan Kanstin
Bahan
- Kanstin 2.0000 Bh x Rp 75,000.00
- Spesi Semen + Pasir ( 1 Pc ; 2 Psr 0.0160 m³ x Rp 40,300.00
- Pasir Urug 0.0300 m³ x Rp 25,000.00
Tenaga
- Pekerja 0.2000 OH x Rp 45,000.00
- Tukang 0.0500 OH x Rp 65,000.00
- Kepala Tukang 0.0150 OH x Rp 70,000.00
- Mandor 0.0015 OH x Rp 60,000.00
Jumlah
Dibulatkan
Banda Aceh 23 Mei 2013
PT. TRIO DARSAPUTRA PERDANA
( MUSTARI MUHAMMAD, SE )
Direktur
DAFTAR ANALISA HARGA SATUAN
= Rp 33,750.00
= Rp 1,500.00
= Rp 35,250.00
= Rp 35,200.00
= Rp 1,555.56
= Rp 1,037.04
= Rp 4,955.31
= Rp 36,059.52
= Rp 2,500.00
Rp 46,107.42
= Rp 46,100.00
= Rp 150,000.00
= Rp 11,250.00
= Rp 600.00
= Rp 161,850.00
= Rp 161,800.00
= Rp 30,000.00
= Rp 13,500.00
= Rp 600.00
= Rp 44,100.00
= Rp 44,100.00
= Rp 18,000.00
= Rp 29,629.63
= Rp 9,876.54
= Rp 7,285.13
= Rp 44,614.46
= Rp 1,500.63
= Rp 1,606.17
= Rp 1,332.53
= Rp 113,845.09
= Rp 113,800.00
= Rp 210,000.00
= Rp 40,800.00
= Rp 244,800.00
= Rp 67,500.00
= Rp 48,750.00
= Rp 5,250.00
= Rp 4,500.00
= Rp 621,600.00
= Rp 621,600.00
Beton Mutu fc = 7,4 Mpa (K100), Slump (12±2) cm, w/c = 0,87 (Lantai Kerja) Tebal 5 Cm
= Rp 75,725.40
= Rp 92,500.00
= Rp 444,600.00
= Rp 3,225.00
= Rp 74,250.00
= Rp 17,875.00
= Rp 1,960.00
= Rp 4,980.00
= Rp 715,115.40
= Rp 35,755.77
= Rp 35,700.00
Beton Mutu fc = 7,4 Mpa (K100), Slump (12±2) cm, w/c = 0,87 (Lantai Kerja) Tebal 10 Cm
= Rp 75,725.40
= Rp 92,500.00
= Rp 444,600.00
= Rp 3,225.00
= Rp 74,250.00
= Rp 17,875.00
= Rp 1,960.00
= Rp 4,980.00
= Rp 715,115.40
= Rp 71,511.54
= Rp 71,500.00
= Rp 1,250,000.00
= Rp 74,250.00
= Rp 17,875.00
= Rp 1,960.00
= Rp 4,980.00
= Rp 1,349,065.00
= Rp 1,349,000.00
= Rp 8,925.00
= Rp 980.00 50
= Rp 315.00
= Rp 455.00
= Rp 49.00
= Rp 24.00
= Rp 10,748.00
= Rp 10,700.00
= Rp 11,025.00
= Rp 980.00
= Rp 315.00
= Rp 455.00
= Rp 49.00
= Rp 24.00
= Rp 12,848.00
= Rp 12,800.00
= Rp 76,000.00
= Rp 3,600.00
= Rp 2,200.00
= Rp 23,400.00
= Rp 16,900.00
= Rp 1,820.00
= Rp 1,560.00
= Rp 125,480.00
= Rp 62,740.00
= Rp 62,700.00
= Rp 85,500.00
= Rp 3,600.00
= Rp 2,200.00
= Rp 23,400.00
= Rp 16,900.00
= Rp 1,820.00
= Rp 1,560.00
= Rp 134,980.00
= Rp 67,490.00
= Rp 67,400.00
= Rp 76,000.00
= Rp 4,800.00
= Rp 4,400.00
= Rp 28,500.00
= Rp 29,700.00
= Rp 21,450.00
= Rp 2,310.00
= Rp 1,980.00
= Rp 169,140.00
= Rp 84,570.00
= Rp 84,500.00
= Rp 38,000.00
= Rp 4,800.00
= Rp 44,000.00
= Rp 20,900.00
= Rp 78,750.00
= Rp 29,700.00
= Rp 21,450.00
= Rp 2,310.00
= Rp 1,980.00
= Rp 241,890.00
= Rp 120,945.00
= Rp 120,900.00
= Rp 76,000.00
= Rp 4,800.00
= Rp 4,400.00
= Rp 28,500.00
= Rp 78,750.00
= Rp 108,000.00
= Rp 29,700.00
= Rp 21,450.00
= Rp 2,310.00
= Rp 1,980.00
= Rp 355,890.00
= Rp 355,890.00
= Rp 355,800.00
= Rp 57,000.00
= Rp 4,800.00
= Rp 3,300.00
= Rp 28,500.00
= Rp 78,750.00
= Rp 36,000.00
= Rp 29,700.00
= Rp 21,450.00
= Rp 2,310.00
= Rp 1,980.00
= Rp 263,790.00
= Rp 131,895.00
= Rp 131,800.00
= Rp 50,000.00
= Rp 50,000.00
= Rp 1,349,000.00
= Rp 1,712,000.00
= Rp 37,620.00
= Rp 50,000.00
= Rp 3,148,620.00
= Rp 3,148,600.00
= Rp 1,349,000.00
= Rp 1,530,100.00
= Rp 61,132.50
= Rp 50,000.00
= Rp 2,990,232.50
= Rp 2,990,200.00
= Rp 1,349,000.00
= Rp 1,380,300.00
= Rp 151,734.00
= Rp 50,000.00
= Rp 2,931,034.00
= Rp 2,931,000.00
= Rp 1,349,000.00
= Rp 1,519,400.00
= Rp 30,096.00
= Rp 50,000.00
= Rp 2,948,496.00
= Rp 2,948,400.00
= Rp 1,349,000.00
= Rp 635,259.00
= Rp 1,424,256.00
= Rp 561,664.42
= Rp 50,000.00
= Rp 4,020,179.42
= Rp 4,020,100.00
= Rp 1,349,000.00
= Rp 497,015.00
= Rp 1,285,632.00
= Rp 505,500.00
= Rp 50,000.00
= Rp 3,687,147.00
= Rp 3,687,100.00
= Rp 1,349,000.00
= Rp 459,351.00
= Rp 1,979,776.00
= Rp 471,800.00
= Rp 50,000.00
= Rp 4,309,927.00
= Rp 4,309,900.00
= Rp 1,349,000.00
= Rp 654,733.00
= Rp 2,187,776.00
= Rp 433,287.64
= Rp 50,000.00
= Rp 4,674,796.64
= Rp 4,674,700.00
= Rp 1,349,000.00
= Rp 490,381.00
= Rp 1,828,224.00
= Rp 1,209,000.00
= Rp 50,000.00
= Rp 4,926,605.00
= Rp 4,926,600.00
= Rp 1,349,000.00
= Rp 460,528.00
= Rp 1,854,464.00
= Rp 906,750.00
= Rp 50,000.00
= Rp 4,620,742.00
= Rp 4,620,700.00
= Rp 1,349,000.00
= Rp 597,274.00
= Rp 2,527,232.00
= Rp 906,750.00
= Rp 50,000.00
= Rp 5,430,256.00
= Rp 5,430,200.00
= Rp 1,349,000.00
= Rp 750,819.00
= Rp 1,464,320.00
= Rp 1,108,254.03
= Rp 50,000.00
= Rp 4,722,393.03
= Rp 4,722,300.00
= Rp 1,349,000.00
= Rp 819,192.00
= Rp 1,607,040.00
= Rp 1,209,000.00
= Rp 50,000.00
= Rp 5,034,232.00
= Rp 5,034,200.00
= Rp 1,349,000.00
= Rp 491,772.00
= Rp 1,873,792.00
= Rp 752,239.80
= Rp 50,000.00
= Rp 4,516,803.80
= Rp 4,516,800.00
= Rp 1,349,000.00
= Rp 460,528.00
= Rp 1,627,008.00
= Rp 906,750.00
= Rp 50,000.00
= Rp 4,393,286.00
= Rp 4,393,200.00
= Rp 1,349,000.00
= Rp 545,807.00
= Rp 1,320,320.00
= Rp 846,300.00
= Rp 50,000.00
= Rp 4,111,427.00
= Rp 4,111,400.00
= Rp 1,349,000.00
= Rp 544,202.00
= Rp 1,637,888.00
= Rp 1,690,000.00
= Rp 50,000.00
= Rp 5,271,090.00
= Rp 5,271,000.00
= Rp 1,349,000.00
= Rp 467,483.00
= Rp 2,076,416.00
= Rp 1,976,032.50
= Rp 50,000.00
= Rp 5,918,931.50
= Rp 5,918,900.00
= Rp 1,349,000.00
= Rp 384,879.00
= Rp 2,695,680.00
= Rp 1,352,000.00
= Rp 50,000.00
= Rp 5,831,559.00
= Rp 5,831,500.00
= Rp 1,349,000.00
= Rp 540,457.00
= Rp 2,054,784.00
= Rp 1,863,334.85
= Rp 50,000.00
= Rp 5,857,575.85
= Rp 5,857,500.00
= Rp 1,349,000.00
= Rp 531,790.00
= Rp 2,206,336.00
= Rp 1,722,617.00
= Rp 50,000.00
= Rp 5,859,743.00
= Rp 5,859,700.00
= Rp 1,349,000.00
= Rp 526,868.00
= Rp 1,992,960.00
= Rp 1,675,558.95
= Rp 50,000.00
= Rp 5,594,386.95
= Rp 5,594,300.00
= Rp 1,349,000.00
= Rp 544,202.00
= Rp 1,637,888.00
= Rp 2,152,814.95
= Rp 50,000.00
= Rp 5,733,904.95
= Rp 5,733,900.00
= Rp 1,349,000.00
= Rp 467,804.00
= Rp 2,739,712.00
= Rp 1,435,401.50
= Rp 50,000.00
= Rp 6,041,917.50
= Rp 6,041,900.00
= Rp 1,349,000.00
= Rp 262,150.00
= Rp 2,120,064.00
= Rp 1,464,663.85
= Rp 50,000.00
= Rp 5,245,877.85
= Rp 5,245,800.00
= Rp 1,349,000.00
= Rp 441,000.00
= Rp 50,000.00
= Rp 1,840,000.00
= Rp 1,840,000.00
= Rp 1,349,000.00
= Rp 2,527,488.00
= Rp 3,558,000.00
= Rp 50,000.00
= Rp 7,484,488.00
= Rp 7,484,400.00
= Rp 1,349,000.00
= Rp 2,158,720.00
= Rp 2,963,814.00
= Rp 50,000.00
= Rp 6,521,534.00
= Rp 6,521,500.00
= Rp 1,349,000.00
= Rp 2,150,144.00
= Rp 355,800.00
= Rp 50,000.00
= Rp 3,904,944.00
= Rp 3,904,900.00
= Rp 1,349,000.00
= Rp 3,174,400.00
= Rp 2,373,186.00
= Rp 50,000.00
= Rp 6,946,586.00
= Rp 6,946,500.00
= Rp 1,349,000.00
= Rp 2,528,768.00
= Rp 1,779,000.00
= Rp 50,000.00
= Rp 5,706,768.00
= Rp 5,706,700.00
= Rp 1,349,000.00
= Rp 753,601.00
= Rp 3,606,016.00
= Rp 1,423,200.00
= Rp 50,000.00
= Rp 7,181,817.00
= Rp 7,181,800.00
= Rp 3,225.00
= Rp 56,000.00
= Rp 20,700.00
= Rp 13,500.00
= Rp 6,500.00
= Rp 700.00
= Rp 900.00 ###
= Rp 101,525.00
= Rp 101,520.00
= Rp 2,850.00
= Rp 56,000.00
= Rp 34,110.00
= Rp 13,500.00
= Rp 6,500.00
= Rp 700.00
= Rp 900.00
= Rp 114,560.00
= Rp 114,500.00
= Rp 2,625.00
= Rp 225,000.00
= Rp 19,800.00
= Rp 247,425.00
= Rp 13,500.00
= Rp 6,500.00
= Rp 700.00
= Rp 900.00
= Rp 21,600.00
Jumlah Bahan + Upah Rp 269,025.00
= Rp 269,020.00
= Rp 1,500.00
= Rp 18,403.20
= Rp 9,000.00
= Rp 9,750.00
= Rp 1,050.00
= Rp 600.00
= Rp 40,303.20
= Rp 40,300.00
= Rp 1,800.00
= Rp 11,232.00
= Rp 9,000.00
= Rp 9,750.00
= Rp 1,050.00
= Rp 600.00
= Rp 33,432.00
= Rp 33,400.00
= Rp 5,850.00
= Rp 6,750.00
= Rp 6,500.00
= Rp 700.00
= Rp 480.00
= Rp 20,280.00
= Rp 20,200.00
= Rp 30,000.00
= Rp 1,500.00
= Rp 25,560.00
= Rp 9,000.00
= Rp 9,750.00
= Rp 1,050.00
= Rp 600.00
= Rp 77,460.00
= Rp 77,400.00
= Rp 71,500.00
= Rp 600.00
= Rp 4,500.00
= Rp 13,000.00
= Rp 1,400.00
= Rp 300.00
= Rp 91,300.00
= Rp 91,300.00
= Rp 75,000.00
= Rp 8,400.00
= Rp 240,000.00
= Rp 32,544.00
= Rp 30,600.00
= Rp 4,500.00
= Rp 13,000.00
= Rp 1,400.00
= Rp 300.00
= Rp 405,744.00
= Rp 405,700.00
= Rp 49,500.00
= Rp 3,375.00
= Rp 18,000.00
= Rp 3,750.00
= Rp 27,900.00
= Rp 22,750.00
= Rp 2,450.00
= Rp 1,800.00
= Rp 129,525.00
= Rp 129,500.00
= Rp 50,000.00
= Rp 3,375.00
= Rp 18,720.00
= Rp 4,050.00
= Rp 27,900.00
= Rp 22,750.00
= Rp 2,450.00
= Rp 1,800.00
= Rp 131,045.00
= Rp 131,000.00
= Rp 125,000.00
= Rp 3,375.00
= Rp 17,640.00
= Rp 3,250.00
= Rp 22,500.00
= Rp 16,250.00
= Rp 1,750.00
= Rp 1,500.00
= Rp 191,265.00
= Rp 191,200.00
= Rp 180,000.00
= Rp 3,375.00
= Rp 18,000.00
= Rp 3,750.00
= Rp 27,900.00
= Rp 22,750.00
= Rp 2,450.00
= Rp 1,800.00
= Rp 260,025.00
= Rp 260,000.00
= Rp 3,200.00
= Rp 300.00
= Rp 2,088.00
= Rp 250.00
= Rp 4,050.00
= Rp 5,850.00
= Rp 630.00
= Rp 300.00
= Rp 16,668.00
= Rp 16,600.00
= Rp 5,300.00
= Rp 225.00
= Rp 2,052.00
= Rp 62.50
= Rp 4,050.00
= Rp 5,850.00
= Rp 630.00
= Rp 300.00
= Rp 18,469.50
= Rp 18,400.00
= Rp 5,295.00
= Rp 225.00
= Rp 2,052.00
= Rp 250.00
= Rp 4,050.00
= Rp 5,850.00
= Rp 630.00
= Rp 300.00
= Rp 18,652.00
= Rp 18,600.00
= Rp 131,250.00
= Rp 4,500.00
= Rp 31,500.00
= Rp 22,750.00
= Rp 2,450.00
= Rp 2,100.00
= Rp 194,550.00
= Rp 194,500.00
= Rp 120,000.00
= Rp 3,375.00
= Rp 18,000.00
= Rp 3,750.00
= Rp 11,700.00
= Rp 8,450.00
= Rp 910.00
= Rp 780.00
= Rp 166,965.00
= Rp 166,900.00
= Rp 100,000.00
= Rp 3,375.00
= Rp 17,640.00
= Rp 3,250.00
= Rp 11,250.00
= Rp 8,125.00
= Rp 910.00
= Rp 780.00
= Rp 145,330.00
= Rp 145,300.00
= Rp 100,000.00
= Rp 3,375.00
= Rp 17,640.00
= Rp 3,250.00
= Rp 11,250.00
= Rp 8,125.00
= Rp 910.00
= Rp 780.00
= Rp 145,330.00
= Rp 145,300.00
= Rp 60,000.00
= Rp 1,125.00
= Rp 4,050.00
= Rp 5,850.00
= Rp 630.00
= Rp 300.00
= Rp 71,955.00
= Rp 71,900.00
= Rp 67,000.00
= Rp 825.00
= Rp 200,000.00
= Rp 30,000.00
= Rp 13,500.00
= Rp 19,500.00
= Rp 2,100.00
= Rp 900.00
= Rp 333,825.00
= Rp 333,800.00
= Rp 125,000.00
= Rp 825.00
= Rp 200,000.00
= Rp 30,000.00
= Rp 13,500.00
= Rp 19,500.00
= Rp 2,100.00
= Rp 900.00
= Rp 391,825.00
= Rp 391,800.00
= Rp 5,500.00
= Rp 75.00
= Rp 2,250.00
= Rp 3,250.00
= Rp 350.00
= Rp 180.00
= Rp 11,605.00
= Rp 11,600.00
= Rp 17,500.00
= Rp 75.00
= Rp 2,250.00
= Rp 3,250.00
= Rp 350.00
= Rp 180.00
= Rp 23,605.00
= Rp 23,600.00
= Rp 5,850.00
= Rp 2,250.00
= Rp 3,250.00
= Rp 350.00
= Rp 180.00
= Rp 11,880.00
= Rp 11,800.00
= Rp 312,500.00
= Rp 6,250.00
= Rp 6,750.00
= Rp 4,875.00
= Rp 560.00
= Rp 480.00
= Rp 331,415.00
= Rp 331,400.00
= Rp 90,000.00
= Rp 1,500.00
= Rp 6,750.00
= Rp 3,900.00
= Rp 420.00
= Rp 480.00
= Rp 103,050.00
= Rp 103,000.00
= Rp 51,120.00
= Rp 49,300.00
= Rp 7,000.00
= Rp 3,300.00
= Rp 6,300.00
= Rp 26,000.00
= Rp 2,800.00
= Rp 4,200.00
= Rp 150,020.00
= Rp 127,500.00
= Rp 1,600.00
= Rp 6,750.00
= Rp 19,500.00
= Rp 2,100.00
= Rp 900.00
= Rp 158,350.00
= Rp 308,370.00
= Rp 308,300.00
= Rp 79,050.00
= Rp 256,760.00
= Rp 75,000.00
= Rp 43,923.00
= Rp 250,000.00
= Rp 47,250.00
= Rp 68,250.00
= Rp 7,350.00
= Rp 3,120.00
= Rp 432,000.00
= Rp 1,262,703.00
= Rp 1,262,700.00
= Rp 120.00
= Rp 320.00
= Rp 1,400.00
= Rp 18,000.00
= Rp 1,300.00
= Rp 140.00
= Rp 120.00
= Rp 14,950.26
= Rp 36,350.26
= Rp 3,635.03
= Rp 3,600.00
= Rp 552,000.00
= Rp 43,923.00
= Rp 47,250.00
= Rp 68,250.00
= Rp 7,350.00
= Rp 3,120.00
= Rp 241,200.00
= Rp 963,093.00
= Rp 963,000.00
= Rp 268,800.00
= Rp 66,150.00
= Rp 43,923.00
= Rp 25,000.00
= Rp 47,250.00
= Rp 68,250.00
= Rp 7,350.00
= Rp 3,120.00
= Rp 205,200.00
= Rp 735,043.00
= Rp 735,000.00
= Rp 356,562.50
= Rp 10,800.00
= Rp 2,660.00
= Rp 24,375.00
= Rp 67,500.00
= Rp 4,500.00
= Rp 466,397.50
= Rp 225,000.00
= Rp 10,800.00
= Rp 770.00
= Rp 7,150.00
= Rp 4,500.00
= Rp 300.00
= Rp 248,520.00
= Rp 714,917.50
= Rp 714,900.00
= Rp 2,500.00
= Rp 20,250.00
= Rp 9,750.00
= Rp 1,050.00
= Rp 90.00
= Rp 33,550.00
= Rp 33,500.00
= Rp 125,000.00
= Rp 75,000.00
= Rp 20,250.00
= Rp 9,750.00
= Rp 1,050.00
= Rp 90.00
= Rp 231,050.00
= Rp 231,000.00
= Rp 4,400.00
= Rp 1,950.00
= Rp 4,420.00
= Rp 11,200.00
= Rp 3,900.00
= Rp 3,150.00
= Rp 6,825.00
= Rp 280.00
= Rp 180.00
= Rp 36,305.00
= Rp 36,300.00
= Rp 1,300.00
= Rp 2,600.00
= Rp 11,700.00
= Rp 3,900.00
= Rp 900.00
= Rp 4,095.00
= Rp 441.00
= Rp 180.00
= Rp 25,116.00
= Rp 25,100.00
= Rp 1,300.00
= Rp 2,600.00
= Rp 6,760.00
= Rp 3,900.00
= Rp 900.00
= Rp 4,095.00
= Rp 441.00
= Rp 180.00
= Rp 20,176.00
= Rp 20,100.00
= Rp 1,875.00
= Rp 4,650.00
= Rp 12,000.00
= Rp 1,800.00
= Rp 4,095.00
= Rp 4,410.00
= Rp 180.00
= Rp 29,010.00
= Rp 29,000.00
= Rp 2,250.00
= Rp 6,750.00
= Rp 180.00
= Rp 9,180.00
= Rp 9,100.00
= Rp 1,250.00
= Rp 6,750.00
= Rp 180.00
= Rp 8,180.00
= Rp 8,100.00
= Rp 3,750.00
= Rp 4,464.00
= Rp 12,000.00
= Rp 1,800.00
= Rp 4,095.00
= Rp 4,410.00
= Rp 180.00
= Rp 30,699.00
= Rp 30,600.00
= Rp 108,000.00
= Rp 25,000.00
= Rp 6,000.00
= Rp 139,000.00
= Rp 13,900.00
= Rp 2,250.00
= Rp 11,050.00
= Rp 5,250.00
= Rp 1,500.00
= Rp 20,050.00
= Rp 33,950.00
= Rp 33,900.00
= Rp 150,000.00
= Rp 644.80
= Rp 750.00
= Rp 9,000.00
= Rp 3,250.00
= Rp 1,050.00
= Rp 90.00
= Rp 164,694.80
= Rp 164,600.00
Banda Aceh 23 Mei 2013
PT. TRIO DARSAPUTRA PERDANA
( MUSTARI MUHAMMAD, SE )
Direktur
