| Reason | |||
|---|---|---|---|
| 0012132056915000 | Rp 413,030,073 | Tidak Hadir Pembuktian Kualifikasi | |
| 0421074816911000 | Rp 430,785,196 | - | |
| 0412696494915000 | - | - | |
| 0660722166915000 | - | - | |
Alam Jaya Fa. | 0014144562912000 | - | - |
| 0753483171915000 | - | - | |
| 0918859190915000 | - | - | |
| 0031086374911000 | - | - | |
| 0662082619915000 | - | - | |
| 0942958794911000 | - | - | |
CV Aqila Sukses | 05*2**7****15**0 | - | - |
| 0019989268915000 | - | - | |
CV Kiral Miqdad | 03*7**8****15**0 | - | - |
| 0026272898915000 | - | - | |
| 0023929813915000 | - | - | |
| 0022951289915000 | - | - | |
CV Amar Barokah Utama | 03*5**5****11**0 | - | - |
| 0315635870915000 | - | - | |
| 0915246458915000 | - | - | |
| 0027204908915000 | - | - | |
| 0029725157912000 | - | - | |
| 0662728609911000 | - | - | |
CV Nirvana Utama Construction | 00*6**6****14**0 | - | - |
Y
X
:
1
:
1
8
6
°
°4
1
0
8
5'5'
7
7
.
.3
5
"
"S
E
P
a
s
( a
Kn
Ig
)
a
Sn
a
t
B
0 a
+u t
2
6D
5e
- n
0 g
+ a
0
3
M
n
1 :
Y X
k
A
0
o 1
:h
H r 6 8 ri
r a t ° 4 ° P
e
s a B
- s
STA 0+300
r
"
6 . 0
5' 8 1
S "
7 . 5
0' 1
a
aj r e
k e
, E n
L
=
3
5 , STA 0+250
m
,
T
=
5
c
m
STA 0+200
STA
0+150
R
a
b
c t
a
STA
0+100
mB
,a
t h
= u
1 c f
01'
c 5
m
L
,
STA
0+050
=
5
0
Y XA
1 : w
6
1
°
8 :
l
a
P
STA 0+000
1 ° 4P a
8 0e s
5' 7 5' e k Sn a
5 . 7 3 . aj r a t a g
E " S " n a + 0 B n
0
0a
0u t
-
0(
+T
0a
5ul
0d
)
(
K
I
)
3.50
3.50
Mortar
Existing
L
=
90
cm,
T
=
11.5
cm
Tim.
Pilihan,
LFA
Kelas
A
=
20
cm
L
=
50
cm,
T
=
12
cm
Resap
Pengikat
Rabat
Bahu
Fc'15,
Hrs
Base
L
=
3.0
m,
T=
3.5
cm
CL
Mortar
Existing
Existing
Lepen
Rusak
Sedang
CL
3.50
3.50
L
=
90
cm,
T
=
11.5
cm
Tim.
Pilihan,
LFA
Kelas
A
=
20
cm
L
=
50
cm,
T
=
12
cm
Resap
Pengikat
Rabat
Bahu
Fc'15,
Hrs
Base
L
=
3.0
m,
T=
3.5
cm
CL CL
3.50
3.50
L
=
90
cm,
T
=
11.5
cm
Tim.
Pilihan,
LFA
Kelas
A
=
20
cm
L
=
50
cm,
T
=
12
cm
Resap
Pengikat
Rabat
Bahu
Fc'15,
Hrs
Base
L
=
3.0
m,
T=
3.5
cm
CL CL
3.50
3.50
L
=
90
cm,
T
=
11.5
cm
Tim.
Pilihan,
LFA
Kelas
A
=
20
cm
L
=
50
cm,
T
=
12
cm
Resap
Pengikat
Rabat
Bahu
Fc'15,
Hrs
Base
L
=
3.0
m,
T=
3.5
cm
CL CL
3.50
3.50
Sta
0+265
-
0+300
Renc.
Pasangan
Batu
Dengan
Mortar
L
=
90
cm,
T
=
11.5
cm
Tim.
Pilihan,
LFA
Kelas
A
=
20
cm
L
=
50
cm,
T
=
12
cm
Resap
Pengikat
Rabat
Bahu
Fc'15,
Hrs
Base
L
=
3.0
m,
T=
3.5
cm
CL CL| Authority | |||
|---|---|---|---|
| 23 April 2025 | Peningkatan Jalan Piang - Bunmas | Kab. Lombok Tengah | Rp 1,800,000,000 |
| 14 February 2023 | Peningkatan Jalan Tpa Kota Sampit Kab. Kotawaringin Timur | Provinsi Kalimantan Tengah | Rp 1,800,000,000 |
| 3 June 2025 | Peningkatan Ruas Jalan Wilayah Kota Kecamatan Praya Barat (Ruas Wage - Bunklotok) | Kab. Lombok Tengah | Rp 950,000,000 |
| 3 June 2025 | Peningkatan Jalan Kabupaten (Ruas Ketangan - Kelekuh) | Kab. Lombok Tengah | Rp 617,500,000 |