KEGIATAN : PENATAAN HALAMAN GEDUNG KANTOR
PEKERJAAN : PENATAAN HALAMAN KANTOR BAPPEDA - PMS KAB. BOLMONG
P
LOKASI : KABUPATEN BOLAANG MONGONDOW
TAHUN ANGGARAN : 2013
I. PEKERJAAN PERSIAPAN 6.575.000,00
4.215.000,00 6.020.000,00
1.175.000,00 7.100.000,00
1 Papan Nama Proyek
1,00 Ls
300.000,00 300.000,00
215.000,00 215.000,00
270.000,00 270.000,00
225.000,00 225.000,00
600.000,00 600.000,00
2 PengukuranPasang Patok Batas Lahan pakai alat water passtheodolite
1,00 Ls
750.000,00 750.000,00
500.000,00 500.000,00
750.000,00 750.000,00
500.000,00 500.000,00
2.000.000,00 2.000.000,00
3 Mobilisasi Demobilisasi Alat Berat
1,00 Ls
5.525.000,00 5.525.000,00
3.500.000,00 3.500.000,00
5.000.000,00 5.000.000,00
450.000,00 450.000,00
4.500.000,00 4.500.000,00
II. PEKERJAAN TANAH 108.357.915,65
40.388.962,82 40.641.676,82
40.394.979,82 45.926.218,80
1 Galian Tanah Pondasi manual
43,76 M
3
51.700,00 2.262.392,00
29.287,50 1.281.621,00
35.062,50 1.534.335,00
29.425,00 1.287.638,00
51.700,00 2.262.392,00
2 Urugan tanah pilihan dipadatkan menggunakan alat berat
402,58 M
3
263.536,73 106.095.523,65
97.141,79 39.107.341,82
97.141,79 39.107.341,82
97.141,79 39.107.341,82
108.460,00 43.663.826,80
III. PEKERJAAN PASANGAN BATU DAN PAVING BLOK 373.125.814,02
339.856.381,95 359.854.899,94
349.986.717,43 375.162.676,94
1 Pasang pondasi batu kali, Sp 1 : 4
56,89 M
3
737.088,00 41.931.462,14
658.652,50 37.470.740,73
675.977,50 38.456.359,98
659.065,00 37.494.207,85
870.936,00 49.547.549,04
2 Pasang Cansteen beton 15 x 25 x 50 cm K - 300
878,78 M
1
111.174,56 97.697.977,43
19.041,51 16.732.913,81
19.399,01 17.047.070,51
19.049,76 16.740.163,58
115.720,00 101.692.421,60
3 Pasang Paving Blok K. 300 21 cm x 10,5 cm x 8 cm
1.292,85 M
2
151.855,00 196.325.736,75
193.490,00 250.153.546,50
207.020,00 267.645.807,00
201.272,50 260.215.151,63
147.928,00 191.248.714,80
4 Coor beton, camp. 1 : 3 : 5 beton umpak
0,80 M
3
741.065,60 592.852,48
647.597,50 518.078,00
666.627,50 533.302,00
648.037,50 518.430,00
935.227,15 748.181,72
5 Coor rabat beton, camp. 1 : 3 : 5 disamping kantor
13,34 M
3
741.065,60 9.888.038,30
647.597,50 8.638.950,65
666.627,50 8.892.810,85
648.037,50 8.644.820,25
935.227,15 12.475.930,18
6 Coor beton plat T = 10 cm, camp.1 : 2 : 3 duicker penutup saluran
0,39 M
3
4.278.142,85 1.662.058,50
1.006.417,50 392.502,83
1.039.417,50 405.372,83
1.011.917,50 394.647,83
960.980,90 374.782,55
7 Pembuatan saluran air hujan
162,60 M
1
153.921,82 25.027.688,42
159.591,94 25.949.649,44
165.277,84 26.874.176,78
159.774,27 25.979.296,30
117.313,02 19.075.097,05
IV. PEKERJAAN GORONG - GORONG 8.582.238,24
