RAB Proyek Jalan Koridor
RAB Proyek Jalan Koridor
RAB Proyek Jalan Koridor
BAB 1 UMUM
1.2 Mobilisasi LS 1.00 867,500,000
JUMLAH HARGA BAB 1
BAB 2 DRAINASE
2.3.3 Gorong-gorong Pipa Beton Bertulang, diameter dalam 70 - 100 cm M 567.36
3,112,400
2.3.6 Gorong2 Pipa Baja Bergelombang Ton 31.36 55,936,600
JUMLAH HARGA BAB 2
OVERPASS
BAB 1 UMUM
1.20 Mobilisasi LS 1.00 45,521,938
JUMLAH HARGA BAB 1
TUNAN BRIDGE
BAB 1 UMUM
1.2 Mobilisasi LS 1.00 105,050,625
JUMLAH HARGA BAB 1
PPN 10%
JUMLAH HARGA %
867,500,000 1.98%
867,500,000 BAB 1 UMUM
BAB 2 DRAINASE
BAB 3 PEKERJAAN TANAH
5,402,182,518 12.31%
1,823,042,133 4.15%
7,552,191,899 17.21%
182,376,600 0.42%
355,721,412 0.81%
633,764,922 1.44%
15,949,279,483
6,580,359,480 14.99%
6,580,359,480
4,195,800 0.01%
4,195,800
1,957,732,484 4.46%
32,601,775 0.07%
956,591,776 2.18%
3,138,958,486 7.15%
724,159,960 1.65%
1,640,350,800 3.74%
10,202,030 0.02%
10,408,610 0.02%
35,372,260 0.08%
16,717,860 0.04%
4,339,080 0.01%
212,023,584 0.48%
34,614,840 0.08%
6,130,930 0.01%
8,780,204,475
6,309,341 0.01%
11,600,211 0.03%
13,677,529 0.03%
27,696,241 0.06%
59,283,322 8,953,134,597.35
105,050,625 0.24%
105,050,625
5,628,579 0.01%
12,904,320 0.03%
15,440,724 0.04%
36,948,979 0.08%
70,922,602
43,887,383,264 100.00%
4,388,738,326
48,276,121,591
JALAN KORIDOR
BAB 2 DRAINASE
2.3.3 Gorong-gorong Pipa Beton Bertulang, diameter dalam 70 - 100 cm
M 567.36 3,112,400 1,765,851,264 6.5593% - - - 0.0000% - -
2.3.6 Gorong2 Pipa Baja Bergelombang Ton 31.36 55,936,600 1,753,948,030 6.5151% - - - 0.0000% - -
Page 5 of 18
Progress Mingguan
Nama Pekerjaan : Pembangunan Jalan Koridor, Jembatan Sungai Tunan, dan Overpass Jalan Provinsi PT. FSS Minggu ke : 1
Lokasi : Penajam Paser Utara, Desa Sotek Periode : 10-Apr-17 sd 17-Apr-17
Pemilik Proyek : PT. Fajar Surya Swadaya
Konsultan Pengawas : PT. Dwi Eltis konsultan
Kontraktor : PT. Nusa Konstruksi Enjiring
Waktu Pelaksanaan : 356 Hari
BAB 2 DRAINASE
2.3.3 Gorong-gorong Pipa Beton Bertulang, diameter dalam 70 - 100 cm M 567.36 4.02%
2.3.6 Gorong2 Pipa Baja Bergelombang Ton 31.36 4.00%
Rencana
Kontrak Awal Realisasi
Deviasi
- - 0.30 0.59% 0.30 0.59%
45,521,938 0.51% - -
- 0.00%
- 0.00% - -
9,721,469 0.11% - -
2,848,685 0.03%
55,554,710 0.62%
- 0.00% - -
- 0.00% - -
1,957,732,484 21.87% - -
32,601,775 0.36% - -
956,591,776 10.68% - -
3,138,958,486 35.06%
724,159,960 8.09%
1,640,350,800 18.32% - -
10,202,030 0.11%
10,408,610 0.12%
35,372,260 0.40% - -
16,717,860 0.19% - -
4,339,080 0.05%
212,023,584 2.37%
34,614,840 0.39%
6,130,930 0.07%
- 0.00%
- 0.00%
6,309,341 0.07%
11,600,211 0.13%
13,677,529 0.15%
27,696,241 0.31%
8,953,134,597 100.00%
No. Mata
URAIAN PEKERJAAN Satuan Volume
Pebayaran
BAB 1 UMUM
1.2 Mobilisasi LS 1.00
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
- -
gambar asli
50 10
1.5 0.3
NO URAIAN PEKERJAAN SATUAN VOLUME Aktual
BAB 1 UMUM
1.2 Mobilisasi LS 1.00 1.00
JUMLAH HARGA BAB 1
BAB 2 DRAINASE
2.3.3 Gorong-gorong Pipa Beton Bertulang, diameter dalam 70 - 100 cm M 567.36
2.3.6 Gorong2 Pipa Baja Bergelombang Ton 31.36
JUMLAH HARGA BAB 2
OVERPASS
BAB 1 UMUM
1.20 Mobilisasi LS 1.00 1.00
JUMLAH HARGA BAB 1
TUNAN BRIDGE
BAB 1 UMUM
1.2 Mobilisasi LS 1.00 1.00
JUMLAH HARGA BAB 1
43,887,383,264 100.00%
PPN 10% 4,388,738,326
48,276,121,591