contoh

1. Tanggal Volume (m3) Ket PIC
14/10/19 34+650 - 34+900 397.50 L2 P. Burhan
15/10/19 34+400 - 34+650 397.50 L2 P. Burhan
16/10/19 34+900 - 35+150 397.50 L2 P. Burhan
17/10/19 35+150 - 35+400 397.50 L2 P. Burhan
18/10/19 34+650 - 34+900 375.00 L3 P. Burhan
19/10/19 34+400 - 34+650 375.00 L3 P. Burhan
20/10/19 34+900 - 35+150 375.00 L3 P. Burhan
21/10/19 35+150 - 35+400 375.00 L3 P. Burhan
22/10/19 34+650 - 34+900 375.00 L1 P. Burhan
23/10/19 34+400 - 34+650 375.00 L1 P. Burhan
24/10/19 34+900 - 35+150 375.00 L1 P. Burhan
25/10/19 35+150 - 35+400 375.00 L1 P. Burhan
27/10/19 34+650 - 34+900 397.50 R2 P. Burhan
28/10/19 34+400 - 34+650 397.50 R2 P. Burhan
29/10/19 34+950 - 35+200 397.50 R2 P. Burhan
30/10/19 35+150 - 35+400 397.50 R2 P. Burhan
31/10/19 34+650 - 34+900 375.00 R3 P. Burhan
6,555.00
KEBUTUHAN BETON RIGID PROYEK CCTW SEKSI 2 ZONA 2
TOTAL
PEKERJAAN PERKERASAN LEAN CONCRETE
Lokasi (Mainroad)
Bulan Oktober

2. STRIPMAAP PEKERJAAN RIGID PROYEK CCTW SEKSI 2 STA 27+070 - 50+373
34+350
34+400
34+450
34+500
34+550
34+600
34+650
34+700
34+750
34+800
34+850
34+900
34+950
35+000
35+050
35+100
35+150
35+200
35+250
35+300
35+350
35+400
L3 = 5 m
L2= 5.3 m
L1= 5 m
Barier Drain
L3 = 5 m
L2 = 5.3 m
L1 = 5 m
28/10/19 27/10/19 29/10/19 30/10/19
07/11/19
17/10/19Kiri
Kiri
05/11/19 04/11/19 06/11/19
01/11/19 31/10/19 02/11/19
19/10/19 18/10/19 20/10/19
STA / ZONA
ZONA 2
21/10/19
23/10/19 25/10/1922/10/19
03/11/19
24/10/19
15/10/19 14/10/19 16/10/19
STA 34+400 - 35+400 ( 1km)
Alat : Wirtgen
Sisi L : 14.10.19 S/d 25.10.19
Sisi R : 27.10.19 S/d 7.11.19
Panjang Per hari 250 m'
Volume rata-rata per hari 385.59 m3

3. Tanggal Volume (m3) Ket PIC
10/10/19 45+070 - 45+165 142.50 L3 P. Purba
10/10/19 45+680 - 45+760 120.00 L1 P. Purba
12/10/19 45+560 - 45+760 318.00 R2 P. Purba
13/10/19 45+360 - 45+560 318.00 R2 P. Purba
14/10/19 45+160 - 45+360 318.00 R2 P. Purba
15/10/19 45+060 - 45+160 159.00 R2 P. Purba
16/10/19 45+060 - 45+260 318.00 L2 P. Purba
17/10/19 45+260 - 45+460 318.00 L2 P. Purba
18/10/19 45+460 - 45+660 318.00 L2 P. Purba
19/10/19 45+660 - 45+760 159.00 L2 P. Purba
20/10/19 44+750 - 44+850 159.00 R2 P. Purba
20/10/19 44+750 - 44+850 159.00 L2 P. Purba
22/10/19 44+350 - 44+600 397.50 R2 P. Purba
23/10/19 44+350 - 44+600 397.50 L2 P. Purba
27/10/19 40+680 - 40+880 300.00 R3 P. Purba
28/10/19 40+880 - 41+145 397.50 R3 P. Purba
29/10/19 41+000 - 41+145 217.50 R1 P. Purba
30/10/19 41+280 - 41+375 142.50 R1 P. Purba
30/10/19 41+280 - 41+375 142.50 R3 P. Purba
4,801.50
KEBUTUHAN BETON RIGID PROYEK CCTW SEKSI 2 ZONA 3
Bulan Oktober
PEKERJAAN PERKERASAN LEAN CONCRETE
Lokasi (Mainroad)
TOTAL

4. STRIPMAAP PEKERJAAN RIGID PROYEK CCTW SEKSI 2 STA 27+070 - 50+37340+518
40+600
40+650
40+700
40+750
40+800
40+850
40+900
40+950
41+000
41+050
41+100
41+150
41+200
41+250
41+300
41+350
41+400
41+750
44+300
44+350
44+400
44+450
44+500
44+550
44+600
44+650
44+700
44+750
44+800
44+850
44+900
44+950
45+000
45+050
45+100
45+150
45+200
45+250
45+300
45+350
45+400
45+450
45+500
45+550
45+600
45+650
45+700
45+750
L3 = 5 m
L2= 5.3 m
L1= 5 m
Barier Drain
L3 = 5 m
L2 = 5.3 m
L1 = 5 m
Kanan
29/10/19 30/10/19
22/10/19 20/10/19 16/10/19
27/10/19 28/10/19 30/10/19
23/10/19 20/10/19 15/10/19 14/10/19 13/10/19 12/10/19
JPO44+304
OPJl.Desa44+874
10/10/19
UPJl.Desa45+767
10/10/19
17/10/19 18/10/19 19/10/19
STA / ZONA
ZONA 3
Kiri
BOX40+549
STA 44+950 - 45+750 (1575 m')
(10/10/2019 - 19/10/2019)
Alat : Wirtgen
Sisi L : 875 m'
Sisi R : 700 m'
Panjang Per hari 200 m
Volume Rata-Rata Per Hari 248,85 m3
STA 40+680 - 41+375 (700 m')
(27/10/2019 - 30/10/2019)
Alat : Wirtgen
Sisi L : m'
Sisi R : 790 m'
Panjang Per hari 200 m'
STA 44+350 - 44+900 (700 m')
(20/10/2019 - 23/10/2019)
Alat : Wirtgen
Sisi L : 350 m'
Sisi R : 350 m'
Panjang Per hari 200 m'

5. Tanggal
Panjang
(m')
Volume (m3) Ket PIC
14/10/19 48+690 - 48+390 300 450.00 L1 P. Acong
48+385 48+330 55 L1
48+330 48+630 300 L3
48+635 48+690 55 L3
48+690 48+390 300 R1
48+385 48+330 55 R1
48+330 48+630 300 R3
48+635 48+690 55 R3
48+690 48+390 300 L2
48+385 48+330 55 L2
48+330 48+630 300 R2
20/10/19 48+635 48+690 55 87.45 R2 P. Acong
22/10/19 47+080 47+260 180 270.00 L1 P. Acong
23/10/19 47+080 47+260 180 270.00 L3 P. Acong
24/10/19 47+080 47+260 180 270.00 R1 P. Acong
25/10/19 47+080 47+260 180 270.00 R3 P. Acong
26/10/19 47+080 47+260 180 286.20 L2 P. Acong
27/10/19 47+080 47+260 180 286.20 R2 P. Acong
28/10/19 47+355 47+445 90 135.00 L1 P. Acong
29/10/19 47+355 47+445 90 135.00 L3 P. Acong
31/10/19 47+355 47+445 90 143.10 L2 P. Acong
3,480 5,324.40TOTAL
18/10/19 559.50 P. Acong
19/10/19 564.45 P. Acong
16/10/19 532.50 P. Acong
17/10/19 532.50 P. Acong
KEBUTUHAN BETON RIGID PROYEK CCTW SEKSI 2 ZONA 4
Bulan Oktober
Lokasi (Mainroad)
15/10/19 532.50 P. Acong

6. 46+935
46+950
47+000
47+050
47+100
47+150
47+200
47+250
47+300
47+350
47+400
47+450
47+500
47+550
47+600
47+650
47+700
47+750
47+800
47+850
47+900
47+950
48+000
48+050
48+100
48+150
48+200
48+250
48+300
48+350
48+400
48+450
48+500
48+550
48+600
48+650
Barier Drain
STRIMAP RENCANA RIGID ZONA 4 CCTW 2
25/10/19 17/10/19
31/10/19 18/10/19
22/10/19 28/10/19 14/10/19
Kanan
24/10/19 16/10/19
27/10/19 19/10/19
STA / ZONA
MAIN ROAD ZONA 4
Kiri
23/10/19 29/10/19 15/10/19
26/10/19
Sta 47+080 s.d 47+260 Sisi L & R
Alat : G n Z
Start : 22/10/19
Finsh : 27/10/19
Panjang Per Hari 150 m'
Sta 48+330 s.d 48+690 Sisi L & R
Alat : G n Z
Start : 14/10/19
Finish : 20/10/19
Panjang Per Hari 150 m'
12
2 3
34
4 5
56
76
Sta 47+355 s.d 47+445 Sisi R
Alat : G n Z
Start : 28/10/19
Finish : 31/10/19
Panjang Per Hari 50 m'