3.9 contoh jadwal pelaksanaan

JADWAL PELAKSANAAN PEKERJAAN

SATUAN KERJA : SATUAN KERJA NON VERTIKAL TERTENTU PEMBANGUNAN JALAN DAN JEMBATAN XYZNAMA PAKET PENINGKATAN JALAN SURGALOKASI : KABUPATEN BANGKA SELATAN

ITEM URAIAN PEKERJAANBOBOT

Volume SAT PEKERJAAAN

1.2Mobilisasi 1.00 Ls 0.361%

2.1Pek.Galian Untuk Selokan Drainase & Saluran Air 2,612.98 M3 0.672%

3.1(1)Galian Biasa 4,117.50 M3 0.891%

3.2(1)Timbunan Biasa Selain Dari Sumber Bahan 300.00 M3 0.148%

3.2(2)Timbunan Pilihan 1,857.39 M3 1.533%

3.3Penyiapan Badan Jalan 36,100.00 M2 1.015%

5.1(1)Lapis Pondasi Agregat Kelas A 1,882.50 M3 9.235%

5.1(2)Lapis Pondasi Agregat Kelas B 2,210.00 M3 9.440%

6.1(1)Lapis Resap Pengikat 8,785.00 Liter 0.979%

6.1(2)Lapis Perekat 10,810.50 Liter 1.286%

6.3(3)Lataston Lapis Aus ( HRS - WC) 30,940.00 M2 23.430%

6.3(4)Lataston Lapis Pondasi ( HRS - BASE) 1,297.60 M3 31.422%

6.3(4)a Lataston Lapis Pondasi ( HRS - BASE) Leveling 280.98 Ton 2.904%

7.1(5)Beton K 250 92.40 M3 1.299%

7.1(6)Beton K 175 767.51 M3 8.334%

7.3.1Baja Tulangan U 24 Polos 15,222.56 Kg 2.078%

7.9Pasangan Batu 315.00 M3 2.247%

7.15(1)Pembongkaran Pasangan Batu 91.35 M3 0.130%

8.1(1)Lapis Pondasi Agregat Kelas A Untuk Pekerjaan Minor 44.20 M3 0.223%

8.1(5)Campuran Aspal Panas Untuk Pekerjaan Minor 11.79 M3 0.291%

8.2(2)Pembongkaran Dan Pembersihan Tanaman 7500.00 M2 0.169%

8.4.(1)Marka Jalan Thermoplastic 1495.08 M2 1.857%

8.4.(3)a Rambu Jalan Tunggal dengan permukaan Pemantul Engineering Grade 6.00 Buah 0.056%

JUMLAH NILAI PEKERJAAN 100.00%KEMAJUAN PEKERJAAN 0.00%KEMAJUAN PEKERJAAN KUMULATIF 0.00%KEMAJUAN REALISASI PEKERJAAN 0.00%KEMAJUAN REALISASI PEKERJAAN KUMULATIF 0.00%KEMAJUAN PEKERJAAN SETELAH AMANDEMEN 0.00%KEMAJUAN PEKERJAAN KUMULATIF SETELAH AMANDEMEN 0.00%

DisetujuiPejabat Pembuat Komitmen

Pembangunan Jalan dan Jembatan .............

NAMA............NIP:...............

Mengetahui Kepala Satuan Kerja Non Vertikal TertentuPembangunan Jalan dan Jembatan Bangka Bel

Adwin S.Lontoh. ST.M.SINip.110042087


: SATUAN KERJA NON VERTIKAL TERTENTU PEMBANGUNAN JALAN DAN JEMBATAN XYZ

24-Feb-10 28-Feb-10 7-Mar-10 14-Mar-10 21-Mar-10 28-Mar-10 4-Apr-10 11-Apr-10 18-Apr-10 25-Apr-10 2-May-10

27-Feb-10 6-Mar-10 13-Mar-10 20-Mar-10 27-Mar-10 3-Apr-10 10-Apr-10 17-Apr-10 24-Apr-10 1-May-10 8-May-10

0.035% 0.035% 0.035% 0.035% 0.035% 0.035%

0.045% 0.045% 0.045% 0.045% 0.045% 0.045% 0.045% 0.045%

0.089% 0.089% 0.089% 0.089% 0.089% 0.089%

0.010% 0.010% 0.010% 0.010% 0.010% 0.010% 0.010%

0.113% 0.113% 0.113% 0.113% 0.113% 0.113% 0.113%

APRILMARETFEBRUARI

1.049% 1.049% 1.049% 1.049% 1.049%

0.162% 0.162% 0.162%

0.105% 0.350% 0.250% 0.250% 0.250%

0.324% 0.035% 0.191% 0.191% 0.191%

0.035% 0.035% 0.035%

0.016% 0.016%

0.160% 0.015% 0.015% 0.015% 0.015% 0.003%

0.032% 0.090% 0.037% 0.037% 0.037%

0.015% 0.035% 0.049% 0.055% 0.015%

0.035% 0.035% 0.050% 0.115% 0.251% 0.507% 1.796% 1.795% 1.996% 2.012% 2.001%

0.035% 0.070% 0.120% 0.235% 0.486% 0.992% 2.788% 4.584% 6.580% 8.592% 10.593%

0.200.27

Disetujui Diperiksa,Pejabat Pembuat Komitmen Konsultan

Pembangunan Jalan dan Jembatan ............. PT. ABC

NAMA............ NAMA..................NIP:............... Site Engineer

Diperiksa,Konsultan

------------------------------


9-May-10 16-May-10 23-May-10 30-May-10 6-Jun-10 13-Jun-10 20-Jun-10 27-Jun-10 4-Jul-10 11-Jul-10 18-Jul-10

15-May-10 22-May-10 29-May-10 5-Jun-10 12-Jun-10 19-Jun-10 26-Jun-10 3-Jul-10 10-Jul-10 17-Jul-10 24-Jul-10

0.045% 0.045% 0.045% 0.045% 0.045% 0.045% 0.045%

0.089% 0.089% 0.089% 0.089%

0.010% 0.010% 0.010% 0.010% 0.010% 0.010% 0.010% 0.010%

0.113% 0.113%

JULIJUNIMEI

1.154% 1.154% 1.154% 1.154% 1.154% 1.154% 1.154%

1.049% 1.049% 1.049% 1.049%

0.10% 0.100% 0.100% 0.200%

0.100% 0.125% 0.025% 0.050% 0.200%

0.450% 1.200% 3.800% 4.500%

0.85% 0.95% 0.45% 0.35% 0.30%

0.162% 0.162% 0.162% 0.162% 0.162%

0.280% 0.350% 0.350% 0.350% 0.150% 1.250% 1.200% 1.250% 1.949%

0.191% 0.191% 0.191% 0.191% 0.191% 0.191%

0.035% 0.035% 0.035% 0.437% 0.750% 0.600% 0.150% 0.100%

0.016% 0.016% 0.016% 0.016% 0.016% 0.016%

0.058%

2.048% 2.060% 1.947% 2.350% 2.479% 3.266% 3.513% 4.139% 4.878% 5.454% 6.354%

12.641% 14.701% 16.648% 18.998% 21.477% 24.743% 28.257% 32.396% 37.274% 42.728% 49.083%

Diperiksa,Konsultan

PT. ABC

NAMA..................Site Engineer

Diperiksa,Konsultan

------------------------------


25-Jul-10 1-Aug-10 8-Aug-10 15-Aug-10 22-Aug-10 29-Aug-10 5-Sep-10 12-Sep-10 19-Sep-10

31-Jul-10 7-Aug-10 14-Aug-10 21-Aug-10 28-Aug-10 4-Sep-10 11-Sep-10 18-Sep-10 21-Sep-10

0.100% 0.051%

0.515% 1.018%

100% 90% 80% 70% 60% 50% 40% 30% 0% 10% 20%

100 %

90 %

90%

SEPTEMBERAGUSTUS

1.154%

0.200% 0.100% 0.049% 0.129%

0.180% 0.220% 0.290% 0.035% 0.046% 0.015%

3.00% 3.00% 4.750% 3.750% 5.430% 3.500%

3.300% 5.442% 5.228% 5.002% 2.500%

80%

70%

60%

50%

40%

30%

20%

0.929% 0.929%

0.056%

7.834% 8.762% 10.317% 8.916% 7.976% 4.030% 1.947% 1.085% 0.051%

56.917% 65.679% 75.996% 84.912% 92.888% 96.918% 98.864% 99.949% 100.000%

###

Pangkalpinang, 24 Februari 2010Diperiksa, DibuatKonsultan Kontraktor

10%

0%

PT. ABC PT. BINA MARGA 2

NAMA.................. ANDRIE,STSite Engineer General Superintendant

Pangkalpinang, 9 Juni 2009KontraktorPT.BUDI BAKTI PRIMA

Drs.Joe RahailPimpinan Cabang

KOREKSI

0.0036115 0.36115 ### 0.36115

0.0067204 0.67204 ### 0.67204

0.0089092 0.89092 ### 0.89092

0.0014811 0.14811 ### 0.14811

0.0153250 1.53250 ### 1.53250

0.0101509 1.01509 ### 1.01509

0.0923465 9.23465 ### 9.23465

0.0944002 9.44002 ### 9.44002

0.0097882 0.97882 ### 0.97882

0.0128592 1.28592 ### 1.28592

0.2342987 23.42987 ### 23.42987

0.3142152 31.42152 ### 31.42152

0.0290436 2.90436 ### 2.90438

0.0129912 1.29912 ### 1.29912

0.0833380 8.33380 ### 8.33380

0.0207801 2.07801 ### 2.07801

0.0224745 2.24745 ### 2.24745

0.0013035 0.13035 ### 0.13035

0.0022348 0.22348 ### 0.22348

0.0029102 0.29102 ### 0.29102

0.0016856 0.16856 ### 0.16856

0.0185742 1.85742 ### 1.85742

0.0005589 0.05589 ### 0.05589

1.0000006 100.000

Curve-S

3.9 contoh jadwal pelaksanaan

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