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Program : Penyelenggaraan Jalan
Kegiatan : Penyelenggaraan Jalan Provinsi
Pekerjaan : Pembangunan Jalan Rokan - Pendalian - Dusun Batas NO. KONTRAK : 620/SPHS-PUPRPKPP/BM-RPDB/73/2021
PROP / KAB : Prov. RIAU TANGGAL : 27 Juli 2021
KONSULTAN PENGAWAS : CV. ARYA TECHNO CONSULTANT NILAI KONTRAK : Rp 7.397.338.875,00
KONTRAKTOR PELAKSANA : CV. ADHIRA KARYA
BOBOT BOBOT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22
% % 27-1 02-8 09-15 16-22 23-29 30-5 06-12 13-19 20-26 27-3 04-10 11-17 18-24 25-31 01-7 08-14 15-21 22-28 29-5 06-12 13-19 20-23
-
DIVISI 1. UMUM -
1.2 Mobilisasi Ls 1.00 0.76 1.00 0.76 0.08 0.11 - - - 0.11 - - - 0.11 0.15 0.08 0.08 0.04 - 0.76
1.8.(1) Manajemen dan Keselamatan Lalu Lintas Ls 1.00 0.50 1.00 0.50 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 - 0.50
1.19 Keselamatan dan Kesehatan Kerja Ls 1.00 0.25 1.00 0.25 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 - 0.25
- -
DIVISI 2 DRAINASE - -
2.1.(1) Galian untuk Selokan Drainase dan Saluran Air M
3
880.00 0.23 148.95 0.04 - - 0.01 0.01 0.01 - - - - 0.01 - 0.23
- -
DIVISI 3. PEKERJAAN TANAH DAN GEOSINTETIK - -
3.1.(1) Galian Biasa M3
197.00 0.07 1,219.36 0.42 - - 0.07 - - - - - - 0.15 0.20 - 0.07
3.2.(1a) Timbunan Biasa dari sumber galian M
3
1,835.00 4.31 1,824.50 4.28 - - - 0.59 0.23 - - - - 2.25 1.21 - 4.31
3.2.(2a) Timbunan Pilihan dari sumber galian M
3
48.00 0.18 268.35 1.02 - - - 0.18 - - - - - 0.54 0.29 - 0.18
3.3.(1) Penyiapan Badan Jalan M
2
6,688.00 0.25 5,222.08 0.20 - - 0.20 - - - - - - - 0.25
- -
DIVISI 5. PERKERASAN BERBUTIR - -
5.1.(1) Lapis Pondasi Agregat Kelas A M
3
1,388.00 16.51 1,381.36 16.43 - - - - - - - - - 5.75 5.75 4.93 - 16.51
5.1.(2) Lapis Pondasi Agregat Kelas B M3
1,792.00 20.35 1,782.40 20.24 - - - - - 9.50 1.48 1.44 - 2.34 5.47 - 20.35
5.1.(3) Lapis Pondasi Agregat Kelas S M
3
504.00 5.11 501.30 5.08 - - - - - - - - - 2.80 2.29 - 5.11
- -
DIVISI 6. PERKERASAN ASPAL - -
6.1 (1) Lapis Resap Pengikat - Aspal Cair Liter 6,720.00 1.53 6,455.63 1.47 - - - - - - - - - 0.73 0.73 - 1.53
6.1 (2a) Lapis Perekat - Aspal Cair Liter 1,428.00 0.32 1,438.52 0.33 - - - - - - - - - 0.16 0.16 - 0.32
6.3(5a) Laston Lapis Aus (AC-WC) Ton 728.00 16.13 734.61 16.27 - - - - - - - - - 8.14 8.14 - 16.13
6.3(6a) Laston Lapis Antara (AC-BC) Ton 927.00 19.56 925.53 19.52 - - - - - - - - - 9.76 9.76 - 19.56
- -
DIVISI 7. STRUKTUR - -
7.1 (7a) Beton strukur, fc’20 MPa M
3
20.00 0.57 18.01 0.51 - - - - 0.07 0.35 - 0.09 - - 0.57
7.1 (8) Beton , fc’15 Mpa M
3
336.00 6.89 346.70 7.11 - - - 0.15 0.98 1.05 0.49 1.39 1.27 1.77 - 6.89
7.1 (10) Beton, fc’10 Mpa M
3
1.00 0.02 1.00 0.02 - - 0.02 - - - - - - - 0.02
7.3 (1) Baja Tulangan Polos-BjTP 280 Kg 21,557.00 5.20 19,103.85 4.61 - - - 0.61 0.76 0.76 0.79 0.76 0.57 0.37 - 5.20
7.6 (1) Fondasi Cerucuk, Penyediaan dan Pemancangan M1
960.00 0.44 200.00 0.09 - - - - - 0.09 - - - - 0.44
- -
DIVISI 9. PEKERJAAN HARIAN & PEKERJAAN LAIN - LAIN - -
9.2.(1) Marka Jalan Termoplastik M
2
379.00 0.82 388.92 0.84 - - - - - - - - - 0.84 - 0.82
- -
Jumlah 100.00 100.00
Rencana Pekerjaan Mingguan ( KONTRAK ) - 0.15 0.04 0.56 0.52 0.72 0.16 0.31 0.45 11.82 13.54 11.62 11.82 10.58 10.58 8.26 8.38 1.68 2.70 2.59 2.59 0.93 -
Rencana Pekerjaan Komulatif ( KONTRAK ) - 0.15 0.19 0.75 1.27 1.99 2.15 2.46 2.91 14.73 28.27 39.90 51.71 62.29 72.87 81.13 89.51 91.18 93.88 96.47 99.07 100.00 100.00
Rencana Pekerjaan Mingguan ( ADDENDUM - 01 ) 5.22 5.82 5.79 5.94 4.98 8.91 8.91 10.04 9.96 2.28 4.12 3.46 0.06
Rencana Pekerjaan Komulatif ( ADDENDUM - 01 ) - 24.53 29.74 35.56 41.35 47.29 52.27 61.18 70.08 80.12 90.08 92.37 96.48 99.94 100.00
Realisasi Kemajuan Kumulatif - 0.11 0.15 0.33 1.57 2.08 11.90 2.80 3.71 1.88
Realisasi Kemajuan Pekerjaan - 0.11 0.26 0.58 2.15 4.24 16.13 18.93 22.65 24.53 -
Deviasi (0.04) 0.07 (0.17) 0.89 2.25 13.99 16.47 19.74 9.80
Diketahui Oleh Diperiksa/ Disetujui Oleh : Dibuat Oleh :
PEJABAT PEMBUAT KOMITMEN ( PPK ) Konsultan Pengawas Penyedia Jasa
CV. ARYA TECHNO CONSULTANT CV. ADHIRA KARYA
MUH. ARIEF SETIAWAN, S.T., M.T. AROZA SYAKDES, S.T. AMDONI
NIP. 19721202 199903 1 007 Supervision Engineer Direktur
ADD - 1
SEPTEMBER OKTOBER NOVEMBER DESEMBER
KET
SCHEDULE ADD - 01
DIVISI URAIAN SAT
KUANTITAS KONTRAK ADD - 1 AGUSTUS
KUANTITAS
0
10
20
30
40
50
60
70
80
90
100
Kontrak
Realisasi
ADD - 01

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Schedulle ADD - 1.pdf

  • 1. Program : Penyelenggaraan Jalan Kegiatan : Penyelenggaraan Jalan Provinsi Pekerjaan : Pembangunan Jalan Rokan - Pendalian - Dusun Batas NO. KONTRAK : 620/SPHS-PUPRPKPP/BM-RPDB/73/2021 PROP / KAB : Prov. RIAU TANGGAL : 27 Juli 2021 KONSULTAN PENGAWAS : CV. ARYA TECHNO CONSULTANT NILAI KONTRAK : Rp 7.397.338.875,00 KONTRAKTOR PELAKSANA : CV. ADHIRA KARYA BOBOT BOBOT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 % % 27-1 02-8 09-15 16-22 23-29 30-5 06-12 13-19 20-26 27-3 04-10 11-17 18-24 25-31 01-7 08-14 15-21 22-28 29-5 06-12 13-19 20-23 - DIVISI 1. UMUM - 1.2 Mobilisasi Ls 1.00 0.76 1.00 0.76 0.08 0.11 - - - 0.11 - - - 0.11 0.15 0.08 0.08 0.04 - 0.76 1.8.(1) Manajemen dan Keselamatan Lalu Lintas Ls 1.00 0.50 1.00 0.50 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.01 - 0.50 1.19 Keselamatan dan Kesehatan Kerja Ls 1.00 0.25 1.00 0.25 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 - 0.25 - - DIVISI 2 DRAINASE - - 2.1.(1) Galian untuk Selokan Drainase dan Saluran Air M 3 880.00 0.23 148.95 0.04 - - 0.01 0.01 0.01 - - - - 0.01 - 0.23 - - DIVISI 3. PEKERJAAN TANAH DAN GEOSINTETIK - - 3.1.(1) Galian Biasa M3 197.00 0.07 1,219.36 0.42 - - 0.07 - - - - - - 0.15 0.20 - 0.07 3.2.(1a) Timbunan Biasa dari sumber galian M 3 1,835.00 4.31 1,824.50 4.28 - - - 0.59 0.23 - - - - 2.25 1.21 - 4.31 3.2.(2a) Timbunan Pilihan dari sumber galian M 3 48.00 0.18 268.35 1.02 - - - 0.18 - - - - - 0.54 0.29 - 0.18 3.3.(1) Penyiapan Badan Jalan M 2 6,688.00 0.25 5,222.08 0.20 - - 0.20 - - - - - - - 0.25 - - DIVISI 5. PERKERASAN BERBUTIR - - 5.1.(1) Lapis Pondasi Agregat Kelas A M 3 1,388.00 16.51 1,381.36 16.43 - - - - - - - - - 5.75 5.75 4.93 - 16.51 5.1.(2) Lapis Pondasi Agregat Kelas B M3 1,792.00 20.35 1,782.40 20.24 - - - - - 9.50 1.48 1.44 - 2.34 5.47 - 20.35 5.1.(3) Lapis Pondasi Agregat Kelas S M 3 504.00 5.11 501.30 5.08 - - - - - - - - - 2.80 2.29 - 5.11 - - DIVISI 6. PERKERASAN ASPAL - - 6.1 (1) Lapis Resap Pengikat - Aspal Cair Liter 6,720.00 1.53 6,455.63 1.47 - - - - - - - - - 0.73 0.73 - 1.53 6.1 (2a) Lapis Perekat - Aspal Cair Liter 1,428.00 0.32 1,438.52 0.33 - - - - - - - - - 0.16 0.16 - 0.32 6.3(5a) Laston Lapis Aus (AC-WC) Ton 728.00 16.13 734.61 16.27 - - - - - - - - - 8.14 8.14 - 16.13 6.3(6a) Laston Lapis Antara (AC-BC) Ton 927.00 19.56 925.53 19.52 - - - - - - - - - 9.76 9.76 - 19.56 - - DIVISI 7. STRUKTUR - - 7.1 (7a) Beton strukur, fc’20 MPa M 3 20.00 0.57 18.01 0.51 - - - - 0.07 0.35 - 0.09 - - 0.57 7.1 (8) Beton , fc’15 Mpa M 3 336.00 6.89 346.70 7.11 - - - 0.15 0.98 1.05 0.49 1.39 1.27 1.77 - 6.89 7.1 (10) Beton, fc’10 Mpa M 3 1.00 0.02 1.00 0.02 - - 0.02 - - - - - - - 0.02 7.3 (1) Baja Tulangan Polos-BjTP 280 Kg 21,557.00 5.20 19,103.85 4.61 - - - 0.61 0.76 0.76 0.79 0.76 0.57 0.37 - 5.20 7.6 (1) Fondasi Cerucuk, Penyediaan dan Pemancangan M1 960.00 0.44 200.00 0.09 - - - - - 0.09 - - - - 0.44 - - DIVISI 9. PEKERJAAN HARIAN & PEKERJAAN LAIN - LAIN - - 9.2.(1) Marka Jalan Termoplastik M 2 379.00 0.82 388.92 0.84 - - - - - - - - - 0.84 - 0.82 - - Jumlah 100.00 100.00 Rencana Pekerjaan Mingguan ( KONTRAK ) - 0.15 0.04 0.56 0.52 0.72 0.16 0.31 0.45 11.82 13.54 11.62 11.82 10.58 10.58 8.26 8.38 1.68 2.70 2.59 2.59 0.93 - Rencana Pekerjaan Komulatif ( KONTRAK ) - 0.15 0.19 0.75 1.27 1.99 2.15 2.46 2.91 14.73 28.27 39.90 51.71 62.29 72.87 81.13 89.51 91.18 93.88 96.47 99.07 100.00 100.00 Rencana Pekerjaan Mingguan ( ADDENDUM - 01 ) 5.22 5.82 5.79 5.94 4.98 8.91 8.91 10.04 9.96 2.28 4.12 3.46 0.06 Rencana Pekerjaan Komulatif ( ADDENDUM - 01 ) - 24.53 29.74 35.56 41.35 47.29 52.27 61.18 70.08 80.12 90.08 92.37 96.48 99.94 100.00 Realisasi Kemajuan Kumulatif - 0.11 0.15 0.33 1.57 2.08 11.90 2.80 3.71 1.88 Realisasi Kemajuan Pekerjaan - 0.11 0.26 0.58 2.15 4.24 16.13 18.93 22.65 24.53 - Deviasi (0.04) 0.07 (0.17) 0.89 2.25 13.99 16.47 19.74 9.80 Diketahui Oleh Diperiksa/ Disetujui Oleh : Dibuat Oleh : PEJABAT PEMBUAT KOMITMEN ( PPK ) Konsultan Pengawas Penyedia Jasa CV. ARYA TECHNO CONSULTANT CV. ADHIRA KARYA MUH. ARIEF SETIAWAN, S.T., M.T. AROZA SYAKDES, S.T. AMDONI NIP. 19721202 199903 1 007 Supervision Engineer Direktur ADD - 1 SEPTEMBER OKTOBER NOVEMBER DESEMBER KET SCHEDULE ADD - 01 DIVISI URAIAN SAT KUANTITAS KONTRAK ADD - 1 AGUSTUS KUANTITAS 0 10 20 30 40 50 60 70 80 90 100 Kontrak Realisasi ADD - 01