RUMAH BETTENG |
MESIN FOTO COPY CANON IR 5020i |
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
|