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KEGIATAN : PEMBANGUNAN SALURAN DRAINASE / GORONG - GORONG KECAMATAN BENGKALIS Minggu ke
PEKERJAAN : PEMBANGUNAN PARIT BETON JALAN ROZALI WONOSARI 350 M' Dari Tanggal
LOKASI : KEC. BENGKALIS Sampai Tanggal :
4 5 6 7 = 5 + 6
DIVISI 1. UMUM
Mobilisasi 1.00 Ls 0.84 0.5 0.50 1
DIVISI 3. PEKERJAAN TANAH
Galian Struktur Kedalaman 0-2 M 138.34 M3 1.48 138.34 - 138.34
Urugan Pasir 16.28 M3 1.92 16.28 - 16.28
DIVISI 6. PERKERASAN ASPAL
DIVISI 7. STRUKTUR
BETON K125 (Lantai Kerja) 32.55 M3 14.91 32.55 - 32.55
Pas. Bata 1/2 Bata 245.00 M2 16.21 175 70.00 245.00
Pas. Bata 1 Bata 245.00 M2 35.70 175 70.00 245.00
Plesteran 1;2 619.50 M2 9.92 443 176.99 619.50
Plastik Alas 395.50 M2 1.37 395.50 - 395.50
Besi Stek (besi polos Dia 10 mm) 454.05 Kg 3.14 454.05 - 454.05
Cerucuk dia 6 - 8 cm Pjg 6m 3,503 Btg 13.60 3,503 - 3,503.00
Pipa PVC Dia 1" 275.00 M1 0.92 196 78.57 275.00
100
KEMAJUAN PEKERJAAN SAMPAI MINGGU INI 100 %
Di Buat Oleh:
Di Periksa Oleh: KONSULTAN PENGAW
PEJABAT PELAKSANA TEKNIS KEGIATAN CV. LINGKAR BUANA KON
(PPTK)
FIRDAUS, Sst SUHAIMI, Amd
Nip. 420011593 Supervision Engineer
No. Mata
Pembayaran
U R A I A N
Skh.7663
3.1 (4)
Skh 3.2 (4)
7.1 (8)
LAPORAN KEMAJUAN PEKERJAAN
a b
1.2
KONTRAK AWAL REALISASI FISIK
3
MINGGUAN
VOLUME KONTRAK BOBOT
%
MINGGU LALU MINGGU INI
SAMPAI DENGAN
MINGGU INI
: VII (Tujuh)
: 07 Agustus 2008
: 13 Agustus 2008
8 = 7/ 3 X 100 9 = 8 /100 X 4
100.00 0.84
100.00 1.48
100.00 1.92
100.00 14.91
100.00 16.21
100.00 35.70
100.00 9.92
100.00 1.37
100.00 3.14
100.00 13.6
100.00 0.92
100
WAS
NSULTAN
ring
PROSENTASE
THD BAGIAN
PEKERJAAN
THD BAGIAN
KESELURUHAN

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Rojali

  • 1. KEGIATAN : PEMBANGUNAN SALURAN DRAINASE / GORONG - GORONG KECAMATAN BENGKALIS Minggu ke PEKERJAAN : PEMBANGUNAN PARIT BETON JALAN ROZALI WONOSARI 350 M' Dari Tanggal LOKASI : KEC. BENGKALIS Sampai Tanggal : 4 5 6 7 = 5 + 6 DIVISI 1. UMUM Mobilisasi 1.00 Ls 0.84 0.5 0.50 1 DIVISI 3. PEKERJAAN TANAH Galian Struktur Kedalaman 0-2 M 138.34 M3 1.48 138.34 - 138.34 Urugan Pasir 16.28 M3 1.92 16.28 - 16.28 DIVISI 6. PERKERASAN ASPAL DIVISI 7. STRUKTUR BETON K125 (Lantai Kerja) 32.55 M3 14.91 32.55 - 32.55 Pas. Bata 1/2 Bata 245.00 M2 16.21 175 70.00 245.00 Pas. Bata 1 Bata 245.00 M2 35.70 175 70.00 245.00 Plesteran 1;2 619.50 M2 9.92 443 176.99 619.50 Plastik Alas 395.50 M2 1.37 395.50 - 395.50 Besi Stek (besi polos Dia 10 mm) 454.05 Kg 3.14 454.05 - 454.05 Cerucuk dia 6 - 8 cm Pjg 6m 3,503 Btg 13.60 3,503 - 3,503.00 Pipa PVC Dia 1" 275.00 M1 0.92 196 78.57 275.00 100 KEMAJUAN PEKERJAAN SAMPAI MINGGU INI 100 % Di Buat Oleh: Di Periksa Oleh: KONSULTAN PENGAW PEJABAT PELAKSANA TEKNIS KEGIATAN CV. LINGKAR BUANA KON (PPTK) FIRDAUS, Sst SUHAIMI, Amd Nip. 420011593 Supervision Engineer No. Mata Pembayaran U R A I A N Skh.7663 3.1 (4) Skh 3.2 (4) 7.1 (8) LAPORAN KEMAJUAN PEKERJAAN a b 1.2 KONTRAK AWAL REALISASI FISIK 3 MINGGUAN VOLUME KONTRAK BOBOT % MINGGU LALU MINGGU INI SAMPAI DENGAN MINGGU INI
  • 2. : VII (Tujuh) : 07 Agustus 2008 : 13 Agustus 2008 8 = 7/ 3 X 100 9 = 8 /100 X 4 100.00 0.84 100.00 1.48 100.00 1.92 100.00 14.91 100.00 16.21 100.00 35.70 100.00 9.92 100.00 1.37 100.00 3.14 100.00 13.6 100.00 0.92 100 WAS NSULTAN ring PROSENTASE THD BAGIAN PEKERJAAN THD BAGIAN KESELURUHAN