Kurva S

1. PEKERJAAAN : JALAN BETON & SALURAN BOULEVARD DEORANJE AKSES TOL TAHAP 2 ( RIGID ).
LOKASI PROYEK : GRAND WISATA BEKASI .
URAIAN PEKERJAAN VOLUME SAT 20‐Sep 27‐Sep 04‐Oct 11‐Oct 18‐Oct 25‐Oct 01‐Nov 08‐Nov 15‐Nov 22‐Nov 29‐Nov 06‐Dec 13‐Dec 20‐Dec 27‐Dec 03‐Jan 10‐Jan 17‐Jan 24‐Jan 31‐Jan 07‐Feb 14‐Feb 21‐Feb 28‐Feb 07‐Mar 14‐Mar 21‐Mar 28‐Mar 04‐Apr 11‐Apr 18‐Apr 25‐Apr
26‐Sep 03‐Oct 10‐Oct 17‐Oct 24‐Oct 31‐Oct 07‐Nov 14‐Nov 21‐Nov 28‐Nov 05‐Dec 12‐Dec 19‐Dec 26‐Dec 02‐Jan 09‐Jan 16‐Jan 23‐Jan 30‐Jan 06‐Feb 13‐Feb 20‐Feb 27‐Feb 06‐Mar 13‐Mar 20‐Mar 27‐Mar 03‐Apr 10‐Apr 17‐Apr 24‐Apr 30‐Apr
PEKERJAAN PERSIAPAN.
a Survey & set out 1,00 ls 0,19% 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% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01% 0,01%
b Mobilisasi & Demobilisasi Alat 1,00 ls 0,47% 0,24% 0,24%
c Keamanan 1,00 ls 0,83% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03% 0,03%
d Direksi keet & Pagar Pengaman 1,00 ls 0,81% 0,27% 0,27% 0,27%
a Pasang pipa FJ 800 ( kedalaman DS 2 - 2.5 152,30 m' 0,35% 0,18% 0,18%
b Pasang pipa FJ 1200 ( kedalaman DS 2 - 3 594,95 m' 1,50% 0,25% 0,25% 0,25% 0,25% 0,25% 0,25%
c Pasang pipa FJ 1500 ( kedalaman DS 2 - 3 60,00 m' 0,20% 0,07% 0,07% 0,07%
d Manhole 800 ( kedalaman 2 - 2.50 m ) . 1,00 unit 0,23% 0,23%
e Manhole 1200 ( kedalaman 2 - 3.00 m ) . 7,00 unit 2,18% 2,18%
f Manhole 1500 ( kedalaman 2 - 3.00 m ) . 4,00 unit 1,48% 1,48%
PEKERJAAN JALAN BOULEVARD DEORANJE AKSES TOL TAHAP 2B
a Galian jalan 80 cm jarak buang 1km . 5.269,27 m3 1,58% 0,18% 0,18% 0,18% 0,18% 0,18% 0,18% 0,18% 0,18% 0,18%
b Galian lumpur 329,33 m3 0,10% 0,03% 0,03% 0,03%
c Urugan tanah merah 329,33 M3 0,08% 0,02% 0,02% 0,02% 0,02% 0,02%
d Subgrade CBR 5% 6.586,59 m2 1,31% 0,26% 0,26% 0,26% 0,26% 0,26%
e Subbase course, limestone CBR 30 % ,30 c 6.056,54 m2 10,86% 1,36% 1,36% 1,36% 1,36% 1,36% 1,36% 1,36% 1,36%
f Lantai kerja 10 cm 6.586,59 m2 10,69% 1,19% 1,19% 1,19% 1,19% 1,19% 1,19% 1,19% 1,19% 1,19%
g Beton K 400 , tebal 25 cm , dengan dowel . 6.586,59 m2 41,76% 3,80% 3,80% 3,80% 3,80% 3,80% 3,80% 3,80% 3,80% 3,80% 3,80% 3,80%
h Plat injak , K400 tebal 25 cm , besi 12 - 200 36,00 m2 0,30% 0,15% 0,15%
i Tack coat 1lt / m2 5.947,10 m2 2,01% 1,01% 1,01%
j Ac wearing tebal 4 cm . 5.947,10 m2 14,20% 7,10% 7,10%
k A t b atau Ac tebal 5.00 untuk plat injak kare 36,00 m2 0,12% 0,12%
l Kanstein berm continuous form mutu K400 801,12 m' 1,14% 0,38% 0,38% 0,38%
m Kanstein median continuous form mutu K4 260,95 m' 0,36% 0,36%
n Beton jepit 10x30 .( boulevard , BETON K 1 1.062,07 m' 1,82% 0,23% 0,23% 0,23% 0,23% 0,23% 0,23% 0,23% 0,23%
o Street inlet boulevard jarak 5 sd 6 m 95,00 unit 1,57% 0,52% 0,52% 0,52%
PEKERJAAN JALAN BOULEVARD DEORANJE AKSES TOL TAHAP 2C
a Galian jalan 120 cm jarak buang 1km . 280,20 m3 0,08% 0,02% 0,02% 0,02% 0,02% 0,02%
b Subgrade CBR 5% 233,50 m2 0,05% 0,01% 0,01% 0,01% 0,01% 0,01%
c Lantai kerja 10 cm 233,50 m2 0,38% 0,05% 0,05% 0,05% 0,05% 0,05% 0,05% 0,05% 0,05%
d Beton K 400 , tebal 25 cm , dengan 10-200 233,50 m2 1,90% 0,27% 0,27% 0,27% 0,27% 0,27% 0,27% 0,27%
e Tack coat 1lt / m2 233,50 m2 0,08% 0,08%
f Ac wearing tebal 4 cm . 233,50 m2 0,56% 0,28% 0,28%
g Kanstein berm continuous form mutu K400 147,20 m' 0,21% 0,10% 0,10%
h Beton jepit 10x30 .( boulevard , BETON K 1 147,20 m' 0,20% 0,07% 0,07% 0,07%
i Street inlet boulevard jarak 5 sd 6 m 25,00 unit 0,41% 0,41%
0,54% 0,48% 0,48% 0,21% 0,26% 0,27% 0,27% 0,25% 0,25% 0,23% 0,37% 0,77% 1,01% 2,28% 2,13% 3,06% 3,10% 3,17% 7,07% 6,87% 7,07% 5,71% 5,33% 5,33% 4,10% 4,62% 5,18% 5,94% 7,11% 7,44% 8,42% 0,67%
0,54% 1,02% 1,50% 1,70% 1,96% 2,23% 2,51% 2,76% 3,01% 3,24% 3,61% 4,38% 5,39% 7,67% 9,80% 12,86% 15,96% 19,13% 26,20% 33,06% 40,14% 45,85% 51,18% 56,52% 60,62% 65,24% 70,42% 76,36% 83,48% 90,92% 99,33% 100,00%
0,55% 0,23% 0,24% 0,60% 0,40% 0,10% 0,20% 0,30% 0,12% 0,14% 0,20% 2,56% 1,78% 2,56% 1,30% 1,20% 1,24% 2,72% 3,59% 6,48%
0,55% 0,78% 1,02% 1,62% 2,02% 2,12% 2,32% 2,62% 2,74% 2,88% 3,08% 5,64% 7,42% 9,98% 11,28% 12,48% 13,72% 16,43% 20,02% 26,50%
KUMULATIF (PROGRES)
Dibuat Oleh,
M Lukman Affandi
(PT. Sirajasa Bentalatama)
Rencana Kerja ( Tanggal / Hari)
RENCANA
KUMULATIF RENCANA
REALISASI (PROGRES)
Time Schedule dan Progres Lapangan
BOBOT
Rencana Kerja
Actual Progres
0,55% 1,13% 1,70% 2,01% 2,44% 2,82% 3,19% 3,51% 3,83%
4,80%
7,59%
10,37%
14,68%
19,19%
23,56%
32,63%
40,41%
49,72%
58,67%
65,48%
72,86%
85,68%
99,32% 100,00
0,55% 0,78% 1,02% 1,62% 2,02% 2,12% 2,32% 2,62% 2,74% 2,88% 3,08%
5,64%
7,42%
9,98%
11,28%
12,48%
13,72%
16,43%
20,02%
26,50%