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KEGIATAN 
: 
PEMBANGUNAN SALURAN DRAINASE / GORONG - GORONG KECAMATAN BENGKALIS 
Minggu ke 
PEKERJAAN 
: 
PEMBANGUNAN PARIT BETON Gg. MELATI JL. ANTARA DESA KELAPA PATI KEC. BENGKALIS 750 M¹ 
Dari Tanggal 
LOKASI 
: 
KEC. BENGKALIS 
Sampai Tanggal : 
4 
5 
6 
7 = 5 + 6 
DIVISI 1. UMUM 
Mobilisasi 
1.00 
Ls 
0.756 
0.5 
- 
0.50 
DIVISI 3. PEKERJAAN TANAH 
Galian Struktur Kedalaman 0-2 M 
161.85 
M3 
1.036 
151.05 
- 
151.05 
Urugan Pasir 
31.13 
M3 
2.200 
29.05 
- 
29.05 
DIVISI 7. STRUKTUR 
BETON K125 
62.25 
M3 
17.108 
58.10 
- 
58.10 
Pas. Bata 1/2 Bata 
337.50 
M2 
13.390 
314.99 
- 
314.99 
Pas. Bata 1 Bata 
375.00 
M2 
32.774 
349.99 
- 
349.99 
Plesteran 1;2 
990.00 
M2 
9.509 
923.97 
- 
923.97 
Plastik Alas 
772.50 
M2 
1.603 
720.97 
- 
720.97 
Besi Stek (besi polos Dia 10 mm) 
717.05 
Kg 
2.975 
669.22 
- 
669.22 
Cerucuk dia 6 - 8 cm Pjg 6m 
7,503.0 
Btg 
17.471 
7,002.5 
- 
7002.55 
Pipa PVC Dia 1" 
375.00 
M1 
1.179 
349.99 
- 
349.99 
100.00 
KEMAJUAN PEKERJAAN SAMPAI MINGGU INI 
93.00 
% 
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 
MINGGU LALU 
MINGGU INI 
SAMPAI DENGAN MINGGU INI 
1.2 
No. Mata Pembayaran 
U R A I A N 
VOLUME KONTRAK 
3 
LAPORAN KEMAJUAN PEKERJAAN 
MINGGUAN 
1 
2 
BOBOT % 
Skh.7663 
3.1 (4) 
Skh 3.2 (4) 
7.1 (8)
: XIII (Tiga belas) 
: 17 September 2008 
: 23 September 2008 
8 = 7/ 3 X 100 
9 = 8 /100 X 4 
50.00 
0.378 
93.33 
0.967 
93.33 
2.053 
93.33 
15.967 
93.33 
12.497 
93.33 
30.588 
93.33 
8.875 
93.33 
1.496 
93.33 
2.777 
93.33 
16.306 
93.33 
1.100 
93.00 
WAS 
NSULTAN 
ring 
THD BAGIAN KESELURUHAN 
THD BAGIAN PEKERJAAN

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Gg melati

  • 1. KEGIATAN : PEMBANGUNAN SALURAN DRAINASE / GORONG - GORONG KECAMATAN BENGKALIS Minggu ke PEKERJAAN : PEMBANGUNAN PARIT BETON Gg. MELATI JL. ANTARA DESA KELAPA PATI KEC. BENGKALIS 750 M¹ Dari Tanggal LOKASI : KEC. BENGKALIS Sampai Tanggal : 4 5 6 7 = 5 + 6 DIVISI 1. UMUM Mobilisasi 1.00 Ls 0.756 0.5 - 0.50 DIVISI 3. PEKERJAAN TANAH Galian Struktur Kedalaman 0-2 M 161.85 M3 1.036 151.05 - 151.05 Urugan Pasir 31.13 M3 2.200 29.05 - 29.05 DIVISI 7. STRUKTUR BETON K125 62.25 M3 17.108 58.10 - 58.10 Pas. Bata 1/2 Bata 337.50 M2 13.390 314.99 - 314.99 Pas. Bata 1 Bata 375.00 M2 32.774 349.99 - 349.99 Plesteran 1;2 990.00 M2 9.509 923.97 - 923.97 Plastik Alas 772.50 M2 1.603 720.97 - 720.97 Besi Stek (besi polos Dia 10 mm) 717.05 Kg 2.975 669.22 - 669.22 Cerucuk dia 6 - 8 cm Pjg 6m 7,503.0 Btg 17.471 7,002.5 - 7002.55 Pipa PVC Dia 1" 375.00 M1 1.179 349.99 - 349.99 100.00 KEMAJUAN PEKERJAAN SAMPAI MINGGU INI 93.00 % 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 MINGGU LALU MINGGU INI SAMPAI DENGAN MINGGU INI 1.2 No. Mata Pembayaran U R A I A N VOLUME KONTRAK 3 LAPORAN KEMAJUAN PEKERJAAN MINGGUAN 1 2 BOBOT % Skh.7663 3.1 (4) Skh 3.2 (4) 7.1 (8)
  • 2. : XIII (Tiga belas) : 17 September 2008 : 23 September 2008 8 = 7/ 3 X 100 9 = 8 /100 X 4 50.00 0.378 93.33 0.967 93.33 2.053 93.33 15.967 93.33 12.497 93.33 30.588 93.33 8.875 93.33 1.496 93.33 2.777 93.33 16.306 93.33 1.100 93.00 WAS NSULTAN ring THD BAGIAN KESELURUHAN THD BAGIAN PEKERJAAN