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KEGIATAN : PEMBANGUNAN SALURAN DRAINASE / GORONG - GORONG KECAMATAN BENGKALIS
PEKERJAAN : PEMBANGUNAN PARIT BETON PERUMAHAN RSU BENGKALIS GRAND HOSPITAL
: PARIT BETON 425 M¹
LOKASI : KEC. BENGKALIS
Bulan ke : I (Satu)
Dari Tanggal : 22 September 2008
Sampai Tanggal : 14 Oktober 2008
4 5 6 7 = 5 + 6 8 = 7/ 3 X 100
DIVISI 1. UMUM
Mobilisasi 1.00 Ls 0.980 0.50 - 0.50 50.00
DIVISI 3. PEKERJAAN TANAH
Galian Struktur Kedalaman 0-2 M 204.650 M3 2.239 122.79 20.47 143.26 70.00
Urugan Pasir 21.25 M3 1.724 5.00 - 5.00 23.53
DIVISI 7. STRUKTUR
BETON K-125 42.50 M3 18.913 10.00 - 10.00 23.53
Beton K-250 8.64 M3 4.403 6.48 - 6.48 75.00
Pas. Bata 1/2 Bata 680.00 M2 40.363 - 160.00 160.00 23.53
Plesteran 1;2 790.50 M2 12.818 - - - -
Besi Stek (besi polos Dia 10 mm) 537.95 Kg 2.953 126.58 - 126.58 23.53
Penulangan Duiker (besi polos U24) 483.34 Kg 3.693 362.51 - 362.51 75.00
Cerucuk dia 6 - 8 cm Pjg 6m 4,253.00 Btg 10.934 1,701.20 850.60 2,551.80 60.00
Pipa PVC Dia 1" 212.50 M1 0.972 - 50.00 50.00 23.53
100
Di Buat Oleh:
Di Periksa Oleh: KONTRAKTOR PLAKSANA
PEJABAT PELAKSANA KONSULTAN PENGAWAS
TEKNIS KEGIATAN (PPTK) CV. LINGKAR BUANA KONSULTAN
FIRDAUS, Sst SUHAIMI, Amd
Nip.420011593 Supervision Engineering
Skh.7663
3.1 (4)
Skh 3.2 (4)
7.1 (8)
1.2
KONTRAK AWAL REALISASI FISIK
THD BAGIAN
PEKERJAAN
a b 3
No. Mata
Pembayaran
U R A I A N
LAPORAN KEMAJUAN PEKERJAAN
PROSE
VOLUME KONTRAK
BOBOT % BULAN LALU BULAN INI
SAMPAI DENGAN
BULAN INI
BULANAN
9 = 8 /100 X 4
0.49
1.57
0.41
4.45
3.30
9.50
-
0.69
2.77
6.56
0.23
29.97
THD BAGIAN
KESELURUHAN
ENTASE

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Labul

  • 1. KEGIATAN : PEMBANGUNAN SALURAN DRAINASE / GORONG - GORONG KECAMATAN BENGKALIS PEKERJAAN : PEMBANGUNAN PARIT BETON PERUMAHAN RSU BENGKALIS GRAND HOSPITAL : PARIT BETON 425 M¹ LOKASI : KEC. BENGKALIS Bulan ke : I (Satu) Dari Tanggal : 22 September 2008 Sampai Tanggal : 14 Oktober 2008 4 5 6 7 = 5 + 6 8 = 7/ 3 X 100 DIVISI 1. UMUM Mobilisasi 1.00 Ls 0.980 0.50 - 0.50 50.00 DIVISI 3. PEKERJAAN TANAH Galian Struktur Kedalaman 0-2 M 204.650 M3 2.239 122.79 20.47 143.26 70.00 Urugan Pasir 21.25 M3 1.724 5.00 - 5.00 23.53 DIVISI 7. STRUKTUR BETON K-125 42.50 M3 18.913 10.00 - 10.00 23.53 Beton K-250 8.64 M3 4.403 6.48 - 6.48 75.00 Pas. Bata 1/2 Bata 680.00 M2 40.363 - 160.00 160.00 23.53 Plesteran 1;2 790.50 M2 12.818 - - - - Besi Stek (besi polos Dia 10 mm) 537.95 Kg 2.953 126.58 - 126.58 23.53 Penulangan Duiker (besi polos U24) 483.34 Kg 3.693 362.51 - 362.51 75.00 Cerucuk dia 6 - 8 cm Pjg 6m 4,253.00 Btg 10.934 1,701.20 850.60 2,551.80 60.00 Pipa PVC Dia 1" 212.50 M1 0.972 - 50.00 50.00 23.53 100 Di Buat Oleh: Di Periksa Oleh: KONTRAKTOR PLAKSANA PEJABAT PELAKSANA KONSULTAN PENGAWAS TEKNIS KEGIATAN (PPTK) CV. LINGKAR BUANA KONSULTAN FIRDAUS, Sst SUHAIMI, Amd Nip.420011593 Supervision Engineering Skh.7663 3.1 (4) Skh 3.2 (4) 7.1 (8) 1.2 KONTRAK AWAL REALISASI FISIK THD BAGIAN PEKERJAAN a b 3 No. Mata Pembayaran U R A I A N LAPORAN KEMAJUAN PEKERJAAN PROSE VOLUME KONTRAK BOBOT % BULAN LALU BULAN INI SAMPAI DENGAN BULAN INI BULANAN
  • 2. 9 = 8 /100 X 4 0.49 1.57 0.41 4.45 3.30 9.50 - 0.69 2.77 6.56 0.23 29.97 THD BAGIAN KESELURUHAN ENTASE