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Jadwal Pelaksanaan Pekerjaan & Progres: Harga Satuan (Rupiah)

This document provides a schedule and progress report for a road construction project from Lobo to Wanggatnau village in Kaimana district. It outlines the contractor, budget details in Indonesian Rupiah across 27 line items, and planned vs actual progress percentages for each task over 30 periods from May to December. The tasks include mobilization, drainage works, earthworks, pavement reinforcement, and placement of gravel, rebar and concrete. The project is 29.03% completed for major earthworks and other works are progressing according to the schedule.

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58 views1 page

Jadwal Pelaksanaan Pekerjaan & Progres: Harga Satuan (Rupiah)

This document provides a schedule and progress report for a road construction project from Lobo to Wanggatnau village in Kaimana district. It outlines the contractor, budget details in Indonesian Rupiah across 27 line items, and planned vs actual progress percentages for each task over 30 periods from May to December. The tasks include mobilization, drainage works, earthworks, pavement reinforcement, and placement of gravel, rebar and concrete. The project is 29.03% completed for major earthworks and other works are progressing according to the schedule.

Uploaded by

Anonymous YkCt5jEn
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© © All Rights Reserved
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JADWAL PELAKSANAAN PEKERJAAN & PROGRES

KEGIATAN : PEMBANGUNAN JALAN KABUPATEN


PEKERJAAN : PEMBANGUNAN JALAN LOBO - WANGGATNAU ( LANJUTAN ) KAMPUNG LOBO DISTRIK KAIMANA
KONTRAKTOR : PT. KARYA SENTOSA UTAMA

BOBOT TIME SCHEDULLE


MEI - JUNI JUNI JULI - AGUSTUS
No. Mata Harga Satuan AGUSTUS - SEPTEMBER SEPTEMBER OKTOBER NOVEMBER DESEMBER
%
URAIAN SAT. VOLUME Jumlah Harga ( Rupiah )
Pemb. ( Rupiah )
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 32
%
13-19 20-26 27-02 03-09 10-16 17-23 24-30 01-07 08-14 15-21 22-29 30-05 06-12 13-19 20-26 27-02 03-09 10-16 17-23 24-30 1-7 8-14 15-21 22-28 29-4 5-11 12-18 19-25 26-02 03-09 10

I UMUM

1.2 Mobilisasi Ls 1.00 571,625,000.00 571,625,000.00 3.25 100%


0.81 0.81 0.81 0.81

II Drainase

2.1 Galian untuk selokan drainase dan saluran air M³ 2,160.00 33,906.94 73,238,990.40 0.42
0.10 0.10 0.10 0.10 RENCANA

III PEKERJAAN TANAH REALISASI

3.1.1 Galian Biasa M² 79,952.00 63,903.70 5,109,228,622.40 29.03


2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42 2.42

3.1.2 Galian Batu M² 2,380.00 336,750.58 801,466,380.40 4.55


0.76 0.76 0.76 0.76 0.76 0.76

3.2.1 Timbunan Biasa M² 21,580.00 118,056.68 2,547,663,154.40 14.48


1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45

3.2.1 Timbunan Pilihan M² 20,000.00 352,302.80 7,046,056,000.00 40.03


3.64 3.64 3.64 3.64 3.64 3.64 3.64 3.64 3.64 3.64 3.64

3.3 Penyiapan Badan Jalan M² 100,000.00 1,924.30 192,430,204.70 1.09


0.14 0.14 0.14 0.14 0.14 0.14 0.14 0.14

3.4.1 Pembersihan dan pengupasan lahan M² 120,000.00 6,868.80 824,256,387.46 4.68


0.67 0.67 0.67 0.67 0.67 0.67 0.67

3.4.3 Pemotongan pohon pilihan diameter 30 - 50 cm Pohon 217.00 224,583.60 48,734,640.86 0.28
0.07 0.07 0.07 0.07

3.4.4 Pemotongan pohon pilihan diameter 50 - 75 cm Pohon 142.00 343,157.16 48,728,316.44 0.28
0.07 0.07 0.07 0.07

V PERKERASAN BERBUTIR

7.1(7) Beton mutu sedang dengan fc'= 20 Mpa ( K-250) M³ 30,000.00 3,856,498.70 115,694,960.90 0.66
0.22 0.22 0.22

7.3(2) Baja Tulangan BJ 32 Polos Kg 678,000.00 19,253.12 13,053,612.86 0.07


0.07

7.9 Pasangan Batu M³ 60,000.00 3,028,331.64 181,699,898.47 1.03


0.52 0.52

7.10(2) Pasangan Batu Kosong M² 20,000.00 1,304,827.73 26,096,554.69 0.15


0.15

0%

Jumlah 19,359,960,000.00
100.00
21.69 Rencana
% 0.81 0.81 1.59 3.86 3.78 3.55 3.31 4.14 3.09 3.25 2.49 3.18 2.49 2.63 2.63 0.90 0.14 2.21 0.90 5.22 5.22 5.22 5.09 5.09 5.09 5.09 5.09 5.09 3.64 3.64 0.81

52.48 Komulatif Rencana


% 0.81 1.62 3.21 7.07 10.84 14.40 17.71 21.84 24.93 28.18 30.66 33.84 36.33 38.96 41.58 42.48 42.61 44.82 45.72 50.94 56.16 61.39 66.47 71.56 76.65 81.74 86.82 91.91 95.55 99.19 100.00
Realisasi
% 0.81 1.62 1.65 14.62 6.91 9.74 0.55 6.06

Komulatif Realisasi % 0.81 2.44 4.09 18.71 25.62 35.36 35.91 41.96

Deviasi %

MENGETAHUI : DISETUJUI OLEH : DIBUAT OLEH :


PEJABAT PEMBUAT KOMITMEN PELAKSANA PEKERJAAN KONSULTAN PENGAWAS
DINAS PEKERJAAN UMUM KABUPATEN KAIMANA PT. KARYA SENTOSA UTAMA CV. ALTRIKS PERMATA

VIKTOR R . KLAU ,ST RONNY R. GANADHI THE EKY PASKA KOMBONG


NIP : 19800427 200605 1 003 DIREKTUR SUPERVISION ENGINEER

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