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| RUMAH BETTENG | 
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| MESIN FOTO COPY CANON IR 5020i | 
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| Gambar Rencana Green House IKB Saruran, Anggeraja (Ade Hermawan, ST) | 
A 
 | 
  
PEKERJAAN PERSIAPAN 
 | 
  |||||
A.1 
 | 
  
Pembersihan & Perataan Lahan 
 | 
  
SNI - 1.6 
 | 
  
132.80 
 | 
  
m2 
 | 
  
7,725.00 
 | 
  
1,025,880.00 
 | 
 
A.2 
 | 
  
Pek. Barak Kerja 
 | 
  
- 
 | 
  
1.00 
 | 
  
Ls 
 | 
  
350,000.00 
 | 
  
350,000.00 
 | 
 
A.3 
 | 
  
Pengukuran & Pemasangan Bowplank 
 | 
  
- 
 | 
  
1.00 
 | 
  
Ls 
 | 
  
300,000.00 
 | 
  
300,000.00 
 | 
 
A.4 
 | 
  
Pek. Papan Nama Proyek 
 | 
  
- 
 | 
  
1.00 
 | 
  
Ls 
 | 
  
250,000.00 
 | 
  
250,000.00 
 | 
 
A.5 
 | 
  
Keselamatan & Kesehatan Kerja 
 | 
  
- 
 | 
  
1.00 
 | 
  
Ls 
 | 
  
400,000.00 
 | 
  
400,000.00 
 | 
 
A.6 
 | 
  
Administrasi & Dokumentasi 
 | 
  
- 
 | 
  
1.00 
 | 
  
Ls 
 | 
  
350,000.00 
 | 
  
350,000.00 
 | 
 
Sub Total 
 | 
  
2,675,880.00 
 | 
 |||||
B 
 | 
  
PEKERJAAN KONSTRUKSI GREEN HOUSE 
 | 
  |||||
B.1 
 | 
  
Pek. Galian Tanah Pondasi 
 | 
  
SNI - 2.1 
 | 
  
22.10 
 | 
  
m3 
 | 
  
20,580.00 
 | 
  
454,818.00 
 | 
 
B.2 
 | 
  
Pek. Urugan Tanah Kembali 
 | 
  
SNI - 2.9 
 | 
  
8.21 
 | 
  
m3 
 | 
  
9,865.50 
 | 
  
80,995.76 
 | 
 
B.3 
 | 
  
Pek. Pondasi Batu Gunung/Belah 
 | 
  
SNI - 3.5 
 | 
  
7.04 
 | 
  
m3 
 | 
  
621,636.24 
 | 
  
4,376,319.13 
 | 
 
B.4 
 | 
  
Pek. Pas. Batu Kosong 
 | 
  
SNI - 3.14 
 | 
  
2.42 
 | 
  
m3 
 | 
  
332,192.70 
 | 
  
803,906.33 
 | 
 
B.5 
 | 
  
Pek. Urugan Pasir di bawah Pondasi 
 | 
  
SNI - 2.12 
 | 
  
1.21 
 | 
  
m3 
 | 
  
209,125.80 
 | 
  
253,042.22 
 | 
 
B.6 
 | 
  
Pek. Urugan Pasir di bawah Lantai 
 | 
  
SNI - 2.12 
 | 
  
4.14 
 | 
  
m3 
 | 
  
209,125.80 
 | 
  
865,780.81 
 | 
 
B.7 
 | 
  
Pek. Urugan Sirtu di bawah Lantai 
 | 
  
SNI - 2.17 
 | 
  
8.27 
 | 
  
m3 
 | 
  
114,112.50 
 | 
  
943,710.38 
 | 
 
B.8 
 | 
  
Pek. Rabat Beton camp. 1:3:5 
 | 
  
SNI - 7.1 
 | 
  
6.61 
 | 
  
m3 
 | 
  
808,791.54 
 | 
  
5,346,112.08 
 | 
 
B.9 
 | 
  
Pek. Sloop 15/20 
 | 
  |||||
- Pek. Beton camp. 1:2:3 
 | 
  
SNI - 7.5 
 | 
  
1.32 
 | 
  
m3 
 | 
  
899,948.76 
 | 
  
1,187,932.36 
 | 
 |
- Pek. Pembesian 
 | 
  
SNI - 7.25 
 | 
  
206.65 
 | 
  
kg 
 | 
  
11,293.88 
 | 
  
2,333,879.27 
 | 
 |
- Pek. Bekisting 
 | 
  
SNI - 7.31 
 | 
  
6.60 
 | 
  
m2 
 | 
  
213,458.20 
 | 
  
1,408,824.15 
 | 
 |
B.10 
 | 
  
Pek. Kolom 15/15 camp. 1:2:3 
 | 
  |||||
- Pek. Beton camp. 1:2:3 
 | 
  
SNI - 7.5 
 | 
  
0.90 
 | 
  
m3 
 | 
  
899,948.76 
 | 
  
809,953.88 
 | 
 |
- Pek. Pembesian 
 | 
  
SNI - 7.25 
 | 
  
179.52 
 | 
  
kg 
 | 
  
11,293.88 
 | 
  
2,027,476.44 
 | 
 |
- Pek. Bekisting 
 | 
  
SNI - 7.31 
 | 
  
4.49 
 | 
  
m2 
 | 
  
213,458.20 
 | 
  
958,427.34 
 | 
 |
B.11 
 | 
  
Pek. Ringbalok 15/17 camp. 1:2:3 
 | 
  |||||
- Pek. Beton camp. 1:2:3 
 | 
  
SNI - 7.5 
 | 
  
1.13 
 | 
  
m3 
 | 
  
899,948.76 
 | 
  
1,016,942.10 
 | 
 |
- Pek. Pembesian 
 | 
  
SNI - 7.25 
 | 
  
224.37 
 | 
  
kg 
 | 
  
11,293.88 
 | 
  
2,534,006.73 
 | 
 |
- Pek. Bekisting 
 | 
  
SNI - 7.31 
 | 
  
5.61 
 | 
  
m2 
 | 
  
213,458.20 
 | 
  
1,197,500.52 
 | 
 |
B.12 
 | 
  
Pek. Talang PVC Segi Empat + Acc 
 | 
  
SNI - 11.21 
 | 
  
15.29 
 | 
  
m' 
 | 
  
28,820.63 
 | 
  
440,667.36 
 | 
 
B.13 
 | 
  
Pek. Dinding Bata camp. 1:4 
 | 
  
SNI - 4.11 
 | 
  
48.10 
 | 
  
m2 
 | 
  
99,671.01 
 | 
  
4,794,175.44 
 | 
 
B.14 
 | 
  
Pek. Plesteran camp. 1:5 t=15 mm 
 | 
  
SNI - 5.5 
 | 
  
99.76 
 | 
  
m2 
 | 
  
32,035.41 
 | 
  
3,195,852.74 
 | 
 
B.15 
 | 
  
Pek. Acian PC 
 | 
  
SNI - 5.13.b 
 | 
  
99.76 
 | 
  
m2 
 | 
  
16,312.10 
 | 
  
1,627,295.43 
 | 
 
B.16 
 | 
  
Pek. Rangka Atap Pipa Besi dia. 3/4" 
 | 
  
SNI - 10.21 
 | 
  
347.79 
 | 
  
m' 
 | 
  
25,109.00 
 | 
  
8,732,659.11 
 | 
 
B.17 
 | 
  
Pek. Reng Atap dgn Pipa Besi dia. 5/8 
 | 
  
- 
 | 
  
140.04 
 | 
  
m2 
 | 
  
49,385.00 
 | 
  
6,915,875.40 
 | 
 
B.18 
 | 
  
Pek. Pemasangan Kawat kasa Lapis Kawat Burung + Rangka 
 | 
  
SNI - 11.14 
 | 
  
57.87 
 | 
  
m2 
 | 
  
128,088.42 
 | 
  
7,412,476.82 
 | 
 
B.19 
 | 
  
Pek. Pintu Kasa + Rangka Pipa Besi 
 | 
  
- 
 | 
  
2.00 
 | 
  
unit 
 | 
  
137,500.00 
 | 
  
275,000.00 
 | 
 
B.20 
 | 
  
Pek. Atap PVC flat transparan 
 | 
  
SNI - 8.38 
 | 
  
140.04 
 | 
  
m2 
 | 
  
38,695.30 
 | 
  
5,418,889.81 
 | 
 
B.21 
 | 
  
Pek. Pipa Vertikal Air Hujan 2,5 " 
 | 
  
SNI - 10.30 
 | 
  
14.50 
 | 
  
m' 
 | 
  
41,786.10 
 | 
  
605,898.45 
 | 
 
B.22 
 | 
  
Pek. Pengecatan Tembok 
 | 
  
SNI - 14.14 
 | 
  
99.76 
 | 
  
m2 
 | 
  
13,995.00 
 | 
  
1,396,141.20 
 | 
 
Sub Total 
 | 
  
67,414,559.25 
 | 
 |||||
C 
 | 
  
PEKERJAAN AKHIR 
 | 
  |||||
C.1 
 | 
  
As Built Drawing 
 | 
  
- 
 | 
  
1.00 
 | 
  
Ls 
 | 
  
600,000.00 
 | 
  
600,000.00 
 | 
 
C.2 
 | 
  
Pembersihan Akhir 
 | 
  
- 
 | 
  
1.00 
 | 
  
Ls 
 | 
  
600,000.00 
 | 
  
600,000.00 
 | 
 
Sub Total 
 | 
  
1,200,000.00 
 |