The main activities of ongoing Package 4 construction consist of five parts: general items, Sentiong-Sunter Drain, Waduk Sunter Utara, Waduk Sunter Selatan, and Waduk Sunter Timur III. As of April 2016, the overall progress was 46.36%. For Sentiong-Sunter Drain, dredging was 26.72% complete while piling was over 94% done. At Waduk Sunter Utara, earthworks were 37.45% complete and piling over 54% complete. Piling at Waduk Sunter Selatan and Waduk Sunter Timur III exceeded targets.

2. I. MAIN ACTIVITIES OF ON-GOING PACKAGE 4
The main activity Construction JEDI Package 4 consists of five main parts, namely: General Items, Sentiong
- Sunter Drain, Waduk Sunter Utara, Waduk Sunter Selatan and Waduk Sunter Timur III, with the progress of the
works up to April 2016 is 46,355 %, and with details of the progress for each activities as shown as below:
1. General Item.
Most of these activities have been completed and based on a weekly report by the contractor in mind that
progress is part payment until week-31 is 1.170% (43.21% of the target weight part of it). Part of this activity
which has been completed are:
 Exploratory boring
 Duct Cone Penetration Test (DCPT)
 Standart Penetration Test (SPT)
 Unconfined compression Test
 UU Triaxial compression Test
 CU Triaxial compression Test
 Undisturbed sampling from core boring
 Undisturbed sampling from core boring, and
 Consolidation test for sample soil from boring
2. Sentiong - Sunter Drain
The work that has been carried out for Sentiong - Sunter Drain, namely: Dredging Works, Concrete Works,
Works Pile, with progress for part of it until this month is 26.72% (around 56, 78% of the target of this activity).
Details of progress for each sub-activities are:
2.1 Dredging Works,
Item
No.
DESCRIPTION Unit Target
Progres Up To This Month
Trips of
Truck
Volume (% to Target)
201
Dredging Type A with hauling distance
10-20 km
M3 276.821,24 9.804 263.758,5 95,28%
202 Equipment for Water Injection Hr 3.150,22 - 781,00 24,79%
2.2 Concrete Works
Item
No.
DESCRIPTION Target Unit
Progres Up To This Month
Volume (% to Target)
221 Concrete type - A (K225) 3.020,89 m3 1.281,89 42,43%
222 Formwork type - B (1-5m) 4.446,24 m2 4.446,24 100,00%
223 Reinforcement bar, deformed 285,00 ton 70,586 24,77%

3. 2.3 Piling Works
Work that has been carried out for this item is only Furnishing and Driving of Corrugated pre-stressed
concrete pile W = 400 mm, while other works are not carried out, such as Furnishing and Driving of Concrete pile
300 x 300 mm and pile 300 x 300 mm.
Item
No.
DESCRIPTION Target Unit
Progres Up To This Month
(Pile) (Meter) (% to Target)
241
Furnishing of Corrugated pre-stressed
concrete pile W = 400 mm
75.102,00 m 4.131 72.919 97,09%
242
Driving of Corrugated pre-stressed concrete
pile W = 400 mm
69.844,86 m 4.093 65.692,55 94,05%
Details of Furnishing progress for each type of Long-Pile are:
 CCSP W-400, L-10 M = 934 Unit.
 CCSP W-400, L-12 M = 2.138 Unit.
 CCSP W-400, L-14 M = 946 Unit.
 CCSP W-400, L-16 M = 1.093 Unit.
 CCSP W-400, L-17 M = 423 Unit.
Details of Driving progress for each type of Long-Pile are:
 CCSP W-400, L-10 M = 770 Unit.
 CCSP W-400, L-12 M = 2.007 Unit.
 CCSP W-400, L-14 M = 927 Unit.
 CCSP W-400, L-16 M = 978 Unit.
 CCSP W-400, L-17 M = 394 Unit.
3. Waduk Sunter Utara
The work that has been carried out for Waduk Sunter Utara, namely: Earthworks and Works Pile with progress
for part of it until this month is 2,925% (around 10,06% of the target for this site), while the concrete works began
in April 2016. Details of progress for each work are:
3.1 Earthworks,
Item
No.
DESCRIPTION Target Unit
Progres Up To This Month
Volume (% to Target)
301 Excavation type - A without hauling distance 27.750,00 m3 10.391,36 37,45%
3.2 Piling Works
Works that has been carried out for this item is only Furnishing and Driving of Concrete pile 300 mm x 300 mm
and Furnishing and Driving of Concrete pile 400 mm x 400 mm.

4. Item
No.
DESCRIPTION Target Unit
Progres Up To This Month
(Pile) (Meter) (% to Target)
321 Furnishing of Concrete pile 300 mm x 300 mm 21.460,00 m 1.268 12.680 59,09%
322 Driving of Concrete pile 300 mm x 300 mm 21.460,00 m 1.233 11.960,9 55,73%
323 Furnishing of Concrete pile 400 mm x 400 mm 14.300,00 m 819 8.190 57,27%
324 Driving of Concrete pile 400 mm x 400 mm 14.300,00 m 805 7.808,5 54,60%
4. Waduk Sunter Selatan
Activities in Waduk Sunter Selatan for reporting this month only Furnishing and Driving of Corrugated pre-
stressed concrete pile W = 350 mm.
Item
No.
DESCRIPTION Target Unit
Progres Up To This Month
(Pile) (Meter) (% to Target)
431
Furnishing of Corrugated pre-stressed
concrete pile W = 350 mm
3.585,00 m 300 3.600 100,42%
432
Driving of Corrugated pre-stressed
concrete pile W = 350 mm
3.585,00 m 300 3.124 87,14%
5. Waduk Sunter Timur III
Piling works at this location has been completed according to the length of the contract, ie 205 meters, but
the concrete work for Capim beam has not been implemented, because waiting for the deal elevation. Progress
has been more than the target due to the change in length CCSP is adjusted based on site soil investigation
Other work is not carried out, such as Furnishing and Driving of Concrete pile 300 x 300 mm, Concrete pile 400 x
400 mm and Concrete pile 500 x 500 mm and Gates Works not be implemented.
Details of progress for piling works are:
Item
No.
DESCRIPTION Target Unit
Progres Up To This Month
(Pile) (Meter) (% to Target)
521
Furnishing of Corrugated pre-stressed concrete
pile W = 450 mm
4.575 m 301 5.117 111,85%
522
Driving of Corrugated pre-stressed concrete pile
W = 450 mm
4.575 m 300 5.100 111,48%
II. WORK PROGRESS OF ON-GOING PACKAGES 4
1. Contract and Completion Time
Project : Embankment Rehabilitation and Dredging Work of Sentiong Sunter Drain, Waduk Sunter
Utara, Waduk Sunter Selatan and Waduk Sunter Timur III Subproject of Jakarta Urgent
Flood Mitigation Project (JUFMP)
Amount : Rp 296.888.000.000
PIU : Dinas Tata Air DKI Jakarta
Contractor : Adhi Karya, Hutama Karya, Jaya Konstruksi Joint Venture

5. Table 4.1 Contract Signed and Elapsed Day
Contract Signed
Date
Notice to Proceed Period Elapsed Day
day day %
Sept 16, 2015 Sept 16, 2015 360 231 64,17
2. Dredging and Disposal Work
Table 4.2 Progress Volume of Dredge Work
Package Number of Truck
Volume (m3) Progress
Total Disposed %
Package Total 16.322 276.821,24 263.758,55 95,28%
Kali Sentiong - Sunter 9.195 276.821,24 149.794,76 54,11%
Kali Ancol 7.127 113.963,79
Figure 4.1 Progress of Dredging and Disposal (September 2015 – April 2016)
3. Embankment Rehabilitation Works
Table 4.2 Scope of Embankment and Rehabilitation Works
No. Package
CCSP/CSP Concrete For Bank Protection
Remarks
(M) (M³)
Package Total 5.643 3.323,93
1. Sentiong - Sunter Drain 5.076 1.281,89 Righ & Left
2. Waduk Sunter Utara 0 2.042,04 -
3. Waduk Sunter Selatan 267 0 -
4. Waduk Sunter Timur III 300 0 -

6. 4. Progress of Embankment Rehabilitation and Dredging Works
Table 4.4 Progress of Embankment Rehabilitation and Dredging Works
Schedule Progress Deviation
43,843% 46,216% 2,374%
Figure 4.2 Schedule and Progress of Construction Works

7. APPENDIX :
1. RECAPITULATION PROGRESS UP TO THIS WEEK
PROGRESS REEPORT
: Dredging and Embankment of Sentiong Drain, Waduk Sunter Utara, Waduk Sunter Selatan & Waduk Timur III Sub-Project
: 7841/-1.793.2
: September 16th
, 2015
: Korea Enginnering Company Cooperation, Ltd in associated
: Adhi Karya + HK + Jaya Konstruksi JV.
: 27 April - 3 Mei 2016
ICB Package No. JUFMP - 4
QUANTITY
WEIGHT
(%)
QUANTITY
WEIGH
T (%)
QUANTITY
WEIGHT
(%)
QUANTITY
WEIGHT
(%)
QUANTITY
WEIGHT
(%)
{1} {3} {4} {5} {39}=∑{6}s/d{36} {40}
Bill No 2 : Sentiong - SunterDrain
Dredging Works
201
DredgingType A withhaulingdistance 10-20 km
(DT 25t)
m3 276.821,24 15,14% 260.759,80 14,2583% 3.003,00 0,1642% 263.762,80 14,4225% 155.019,89 8,4765% 108.742,91 5,9460%
202 Equipment for Water Injection hr 3.150,22 0,43% 781,00 0,1072% - 0,0000% 781,00 0,1072% 1.764,12 0,2422% (983,12) -0,1350%
203
Excavated ofgarbage withhaulingdistance 20 - 30
km
m3 5.536,42 0,41% - 0,0000% - 0,0000% - 0,0000% 3.100,40 0,2303% (3.100,40) -0,2303%
Earthworks
211 Excavationtype - A without haulingdistance m3 2.570,00 0,08% 558,52 0,0174% - 0,0000% 558,52 0,0174% 2.570,00 0,0802% (2.011,48) -0,0627%
212
Excavationtype - A withhaulingdistance 10-20 km
(DT 25t)
m3 189,00 0,01% - 0,0000% - 0,0000% - 0,0000% 189,00 0,0076% (189,00) -0,0076%
213 Backfill m3 431,76 0,01% - 0,0000% - 0,0000% - 0,0000% 431,76 0,0080% (431,76) -0,0080%
Concrete Works
221 Concrete type - A (K225) m3 3.020,89 1,10% 805,21 0,2933% 509,88 0,1858% 1.315,09 0,4791% 1.359,40 0,4952% (44,31) -0,0161%
222 Formwork type - B (1-5m) m2 4.446,24 0,43% 3.224,93 0,3092% 2.101,60 0,2015% 5.326,53 0,5107% 2.000,81 0,1918% 3.325,72 0,3189%
223 Reinforcement bar, deformed ton 285,00 1,27% 45,18 0,2014% 27,67 0,1233% 72,85 0,3247% 128,25 0,5716% (55,40) -0,2469%
Stone Works
231 Demolitionand disposalofexistingstone masonry m3 5.933,00 0,68% - 0,0000% - 0,0000% - 0,0000% 5.933,00 0,6842% (5.933,00) -0,6842%
Piling Works
241
FurnishingofCorrugated pre-stressed concrete pile
W = 400 mm
m 75.102,00 19,35% 62.519,00 16,1093% 10.400,00 2,6798% 72.919,00 18,7891% 38.385,47 9,8908% 34.533,53 8,8983%
242
DrivingofCorrugated pre-stressed concrete pile W
= 400 mm
m 69.844,86 3,87% 54.639,00 3,0280% 11.066,00 0,6133% 65.705,00 3,6413% 35.698,48 1,9784% 30.006,52 1,6629%
243 FurnishingofConcrete pile 300 x300 mm m 1.020,00 0,08% - 0,0000% - 0,0000% - 0,0000% 1.020,00 0,0827% (1.020,00) -0,0827%
244 DrivingofConcrete pile 300 x300 mm m 1.020,00 0,04% - 0,0000% - 0,0000% - 0,0000% 1.020,00 0,0412% (1.020,00) -0,0412%
245 FurnishingofConcrete pile 400 x400 mm m 680,00 0,08% - 0,0000% - 0,0000% - 0,0000% 680,00 0,0829% (680,00) -0,0829%
246 DrivingofConcrete pile 400 x400 mm m 680,00 0,03% - 0,0000% - 0,0000% - 0,0000% 680,00 0,0328% (680,00) -0,0328%
Miscellaneous Works
251 PVC weep hole (dia. 50 mm) set 102,00 0,00% - 0,0000% - 0,0000% - 0,0000% 45,90 0,0015% (45,90) -0,0015%
RiverAmenity
261 Pavingblock t = 8 cmK.400 m2 3.855,00 0,33% - 0,0000% - 0,0000% - 0,0000% 3.855,00 0,3256% (3.855,00) -0,3256%
262 Sand Bedding m3 411,20 0,03% - 0,0000% - 0,0000% - 0,0000% 411,20 0,0294% (411,20) -0,0294%
263 ExcavationManual m3 2.570,000 0,06% - 0,0000% - 0,0000% - 0,0000% 2.570,00 0,0571% (2.570,00) -0,0571%
264 U-Ditch100 x100 m' 2.570,00 1,75% - 0,0000% - 0,0000% - 0,0000% 1.670,50 1,1403% (1.670,50) -1,1403%
265 Stone Bedding m3 141,350 0,02% - 0,0000% - 0,0000% - 0,0000% 91,88 0,0115% (91,88) -0,0115%
266 Concrete K -225 m3 176,05 0,06% - 0,0000% - 0,0000% - 0,0000% 114,43 0,0417% (114,43) -0,0417%
267 Back Fill m3 431,76 0,01% - 0,0000% - 0,0000% - 0,0000% 280,64 0,0052% (280,64) -0,0052%
268 Brick Wall, Plester, Fance m2 1.285,00 0,10% - 0,0000% - 0,0000% - 0,0000% 835,25 0,0659% (835,25) -0,0659%
269 Reinforcement Concrete m3 141,35 0,10% - 0,0000% - 0,0000% - 0,0000% 91,88 0,0674% (91,88) -0,0674%
Total forBill No. 2 45,484% 34,324% 3,9678% 38,2921% 24,8422% 13,4499%
{2}
ACTUAL PROGRESS SCHEDULE DEVIATION
UP TO LAST PERIOD THIS PERIOD UP TO THIS PERIOD UP TO THIS PERIOD
QUANTITY
UP TO THIS PERIOD
ITEM
NO.
DESCRIPTION UNIT
Amd-I
WEIGHT
(%)
Period
Project Name
Contrant No
Date
Consultant
Contractor

8. Bill No. 3 : Waduk SunterUtara
Earthworks
301 Excavation type - A without hauling distance m3 27.750,00 0,87% 449,70 0,0140% 9.696,56 0,3025% 10.146,26 0,3165% 16.650,00 0,5194% (6.503,74) -0,2029%
302
Excavation type - A with hauling distance 10-20 km
(DT 25t)
m3 23.500,00 0,95% - 0,0000% - 0,0000% - 0,0000% 14.100,00 0,5681% (14.100,00) -0,5681%
303 Backfill m3 27.750,00 0,52% - 0,0000% - 0,0000% - 0,0000% 16.650,00 0,3092% (16.650,00) -0,3092%
Concrete Works
311 Concrete type - A (K225) m3 18.527,00 6,75% - 0,0000% 2.042,04 0,7439% 2.042,04 0,7439% 4.940,53 1,7999% (2.898,49) -1,0560%
312 Formwork type - B (1-5m) m2 30.000,00 2,88% - 0,0000% 3.263,11 0,3129% 3.263,11 0,3129% 8.000,00 0,7671% (4.736,89) -0,4542%
313 Reinforcement bar, deformed ton 2.223,00 9,91% - 0,0000% 188,64 0,8407% 188,64 0,8407% 592,80 2,6421% (404,16) -1,8013%
Piling Works
321 Furnishing ofConcrete pile 300 mmx 300 mm m 21.460,00 1,74% 12.680,00 1,0283% - 0,0000% 12.680,00 1,0283% 9.299,33 0,7542% 3.380,67 0,2742%
322 Driving ofConcrete pile 300 mmx 300 mm m 21.460,00 0,87% 12.330,00 0,4986% - 0,0000% 12.330,00 0,4986% 9.299,33 0,3761% 3.030,67 0,1226%
323 Furnishing ofConcrete pile 400 mmx 400 mm m 14.300,00 1,74% 8.190,00 0,9990% - 0,0000% 8.190,00 0,9990% 6.196,67 0,7558% 1.993,33 0,2431%
324 Driving ofConcrete pile 400 mmx 400 mm m 14.300,00 0,69% 8.050,00 0,3885% - 0,0000% 8.050,00 0,3885% 6.196,67 0,2990% 1.853,33 0,0894%
325 Furnishing ofBamboo Pile m 168.750,00 0,34% - 0,0000% - 0,0000% - 0,0000% 168.750,00 0,3439% (168.750,00) -0,3439%
326 Driving ofBamboo Pile m 168.750,00 0,28% - 0,0000% - 0,0000% - 0,0000% 168.750,00 0,2814% (168.750,00) -0,2814%
Gates Works
331 Automatic Trash Screen , B = 4.50, h = 9.14 m set 3,00 1,44% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
342 Centralcontroldesk set 1,00 0,09% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
Total forBill No. 3 29,062% 2,928% 2,2001% 5,1285% 9,4161% -4,2876%
Bill No. 4 : Waduk SunterSelatan
Earthwork
401 Excavation type - A without hauling distance m3 13.809,00 0,43% - 0,0000% - 0,0000% - 0,0000% 10.586,90 0,3303% (10.586,90) -0,3303%
402
Excavation type - A with hauling distance 10-20 km
(DT 25t)
m3 11.693,00 0,47% - 0,0000% - 0,0000% - 0,0000% 8.964,63 0,3612% (8.964,63) -0,3612%
403 Backfill m3 13.809,00 0,26% - 0,0000% - 0,0000% - 0,0000% 10.586,90 0,1966% (10.586,90) -0,1966%
Concrete Works
411 Concrete type - A (K225) m3 11.976,00 4,36% - 0,0000% - 0,0000% - 0,0000% 3.832,32 1,3962% (3.832,32) -1,3962%
412 Concrete type - D (K100) m3 43,00 0,01% - 0,0000% - 0,0000% - 0,0000% 13,76 0,0038% (13,76) -0,0038%
413 Formwork type - A (1 m) m2 250,00 0,01% - 0,0000% - 0,0000% - 0,0000% 80,00 0,0037% (80,00) -0,0037%
414 Formwork type - B (1-5m) m2 2.300,00 0,22% - 0,0000% - 0,0000% - 0,0000% 736,00 0,0706% (736,00) -0,0706%
415 Reinforcement bar, deformed ton 1.437,00 6,40% - 0,0000% - 0,0000% - 0,0000% 459,84 2,0495% (459,84) -2,0495%
Stone Works
421 Stone masonry type-B m3 35,00 0,01% - 0,0000% - 0,0000% - 0,0000% 35,00 0,0079% (35,00) -0,0079%
422 Compacted Sand and gravelfill m3 193,00 0,02% - 0,0000% - 0,0000% - 0,0000% 193,00 0,0159% (193,00) -0,0159%
Piling Works
431
Furnishing ofCorrugated pre-stressed concrete pile
W = 350 mm
m 3.585,00 0,78% 528,00 0,1145% 3.072,00 0,6661% 3.600,00 0,7806% 2.868,00 0,6219% 732,00 0,1587%
432
Driving ofCorrugated pre-stressed concrete pile W
= 350 mm
m 3.585,00 0,19% - 0,0000% 3.204,00 0,1740% 3.204,00 0,1740% 2.868,00 0,1558% 336,00 0,0182%
433 Furnishing ofConcrete pile 300 mmx 300 mm m 10.700,00 0,87% - 0,0000% - 0,0000% - 0,0000% 9.630,00 0,7810% (9.630,00) -0,7810%
434 Driving ofConcrete pile 300 mmx 300 mm m 10.700,00 0,43% - 0,0000% - 0,0000% - 0,0000% 9.630,00 0,3894% (9.630,00) -0,3894%
435 Furnishing ofConcrete pile 400 mmx 400 mm m 7.120,00 0,87% - 0,0000% - 0,0000% - 0,0000% 6.408,00 0,7816% (6.408,00) -0,7816%
436 Driving ofConcrete pile 400 mmx 400 mm m 7.120,00 0,34% - 0,0000% - 0,0000% - 0,0000% 6.408,00 0,3092% (6.408,00) -0,3092%
437 Furnishing ofConcrete pile mm500 x 500 mm m 10.700,00 2,08% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
438 Driving ofConcrete pile 500 mmx 500 mm m 10.700,00 0,81% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
439 Furnishing ofBamboo pile m 99.293,00 0,20% - 0,0000% - 0,0000% - 0,0000% 99.293,00 0,2023% (99.293,00) -0,2023%
4310 Driving ofBamboo pile m 99.293,00 0,17% - 0,0000% - 0,0000% - 0,0000% 99.293,00 0,1656% (99.293,00) -0,1656%
Gates Works
441 Trash rack , b = 1.50, h = 2.0 m set 7,00 0,08% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
442 Demolition oftrashrack b = 2.0 m set 7,00 0,03% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
Miscellaneous Works
451 PVC weep hole (dia. 30 mm) set 5.140,00 0,17% - 0,0000% - 0,0000% - 0,0000% 1.644,80 0,0544% (1.644,80) -0,0544%
452 PVC pipe dia. 5" m 1.134,00 0,07% - 0,0000% - 0,0000% - 0,0000% 362,88 0,0220% (362,88) -0,0220%
Total forBill No. 4 19,294% 0,114% 0,8401% 0,9546% 7,9188% -6,9641%

9. BillNo.5:WadukSunterTimurIII
EarthWorks
501 Excavationtype- Awithouthaulingdistance m3 4.471,00 0,14% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
502
Excavationtype- Awithhaulingdistance10-20km
(DT25t)
m3 2.236,00 0,09% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
503 Backfill m3 4.471,00 0,08% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
Concrete Works
511 Concretetype- A(K225) m3 463,00 0,17% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
512 Formworktype- B(1-5m) m2 175,00 0,02% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
513 Reinforcementbar,deformed ton 56,00 0,25% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
PilingWorks
521
FurnishingofCorrugatedpre-stressedconcretepile
W=450mm
m 4.575,00 1,32% 5.117,00 1,4789% - 0,0000% 5.117,00 1,4789% - 0,0000% 5.117,00 1,4789%
522
DrivingofCorrugatedpre-stressedconcretepileW
=450mm
m 4.575,00 0,32% 5.100,00 0,3621% - 0,0000% 5.100,00 0,3621% - 0,0000% 5.100,00 0,3621%
523 FurnishingofConcretepile400mmx400mm m 1.236,00 0,15% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
524 DrivingofConcretepile400mmx400mm m 1.236,00 0,06% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
MechanicalWorks
531 Demolitionofexistinggateb=2.50m- b=4.00m Set 2,00 0,02% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
532
Controlgate,b=3.30m,h=3.0m(slidegatetype,
electricoperated)
Set 2,00 0,22% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
533 Electricsystem Set 3,00 0,54% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
534 Steelfootpath Set - - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
Miscellaneous Works
541 Windowdoor m2 72,00 0,06% - 0,0000% - 0,0000% - 0,0000% - 0,0000% - 0,0000%
TotalforBillNo.5 3,453% 1,841% 0,0000% 1,8410% 0,0000% 1,8410%
A JUMLAHBOBOT 100,000%
B ACTUALPROGRES 39,208% 7,0080% 46,2162% 43,8427% 2,3736%

10. 2. S-CURVE PROGRESS PACKAGE 4
Project :
Location : DKI - JAKARTA
Year : 2015 - 2016
M-1
M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 M-9 M-10 M-11 M-12
Bill No. 1: General Items
101 Preparation works lump sum 1,00 1,477% 0,123% 0,123% 0,123% 0,123% 0,123% 0,123% 0,123% 0,123% 0,123% 0,123% 0,123% 0,123%
102 Temporary cofferdam with dewatering lump sum 1,00 1,091% 0,109% 0,109% 0,109% 0,109% 0,109% 0,109% 0,109% 0,109% 0,109% 0,109%
103 Dutch cone penetration test (DCPT) (one point every 500 m length of river)Point 23,00 0,003% 0,000% 0,000% 0,000% 0,000% 0,000% 0,000% 0,000% 0,000% 0,000% 0,000%
104 Exploratory boring m 391,00 0,028% 0,014% 0,014%
105 Standard penetration test (SPT) times 196,00 0,005% 0,002% 0,002%
106 Unconfined compression test sample 23,00 0,002% 0,001% 0,001%
107 UU triaxial compression test sample 23,00 0,002% 0,001% 0,001%
108 CU triaxial compression test sample 23,00 0,003% 0,002% 0,002%
109 Undisturbed sampling from core boring sample 23,00 0,001% 0,000% 0,000%
110 Consolidation test for sample soil from boring sample 23,00 0,003% 0,001% 0,001%
111 Environment test times 14,00 0,052% 0,026% 0,026%
112 Environment monitoring and management lump sum 1,00 0,009% 0,001% 0,001% 0,001% 0,001% 0,001% 0,001% 0,001% 0,001% 0,001% 0,001%
113 GPS Vehicle Tracking (Monitoring System)+Server set 43,00 0,032% 0,003% 0,003% 0,003% 0,003% 0,003% 0,003% 0,003% 0,003% 0,003% 0,003%
Bill No. 2: Sentiong-Sunter Drain
Dredging Works
201 Dredging Type A with hauling distance 10-20 km(DT 25t) m3 276.821,24 15,137% 1,514% 1,514% 1,514% 1,514% 1,514% 1,514% 1,514% 1,514% 1,514% 1,514%
202 Equipment for Water Injection hr 3.150,22 0,432% 0,043% 0,043% 0,043% 0,043% 0,043% 0,043% 0,043% 0,043% 0,043% 0,043%
203 Excavated of garbage with hauling distance 20 – 30 km m3 5.536,42 0,411% 0,041% 0,041% 0,041% 0,041% 0,041% 0,041% 0,041% 0,041% 0,041% 0,041%
Earthworks
211 Excavation type-A without hauling distance m3 2.570,00 0,080% 0,080%
212 Excavation type-A with hauling distance 10-20 km(DT 25t) m3 189,00 0,008% 0,008%
213 Backfill m3 431,76 0,008% 0,008%
Concrete Works
221 Concrete type-A (K225) m3 3.020,89 1,101% 0,138% 0,138% 0,138% 0,138% 0,138% 0,138% 0,138% 0,138%
222 Formwork type-B (1-5m) m2 4.446,24 0,426% 0,053% 0,053% 0,053% 0,053% 0,053% 0,053% 0,053% 0,053%
223 Reinforcement bar, deformed ton 285,00 1,270% 0,159% 0,159% 0,159% 0,159% 0,159% 0,159% 0,159% 0,159%
Stone Works
231 Demolition and disposal of existing stone masonry m3 5.933,00 0,684% 0,684%
Piling Works
241
Furnishing of Corrugated pre-stressed concrete pile W = 400
mm
m 75.102,00 19,352% 2,150% 2,150% 2,150% 2,150% 2,150% 2,150% 2,150% 2,150% 2,150%
242 Driving of Corrugated pre-stressed concrete pile W = 400 mm m 69.844,86 3,871% 0,430% 0,430% 0,430% 0,430% 0,430% 0,430% 0,430% 0,430% 0,430%
243 Furnishing Concrete pile 300 x300 mm m 1.020,00 0,083% 0,083%
244 Driving Concrete pile 300 x 300 mm m 1.020,00 0,041% 0,041%
245 Furnishing Concrete pile 400 x 400 mm m 680,00 0,083% 0,083%
246 Driving Concrete pile 400 x 400 mm m 680,00 0,033% 0,033%
Miscellaneous Works
251 PVC weep hole (dia. 50 mm) set 102,00 0,003% 0,000% 0,000% 0,000% 0,000% 0,000% 0,000% 0,000% 0,000%
River Amenity
261 Paving block t=8 cm K.400 m2 3.855,00 0,326% 0,326%
262 Sand Bedding m3 411,20 0,029% 0,029%
263 Excavation Manual m3 2.570,00 0,057% 0,057%
264 U-Ditch 100x100 m' 2.570,00 1,754% 0,439% 0,439% 0,439% 0,439%
265 Stone Bedding m3 141,35 0,018% 0,004% 0,004% 0,004% 0,004%
266 Concrete K-225 m3 176,05 0,064% 0,016% 0,016% 0,016% 0,016%
267 Back Fill m3 431,76 0,008% 0,002% 0,002% 0,002% 0,002%
268 Brick Wall, Plester, Fance m2 1.285,00 0,101% 0,025% 0,025% 0,025% 0,025%
269 Reinforcement Concrete m3 141,35 0,104% 0,026% 0,026% 0,026% 0,026%
Bill No. 3: Waduk Sunter Utara
Earth Works
301 Excavation type-A without hauling distance m3 27.750,00 0,866% 0,144% 0,144% 0,144% 0,144% 0,144% 0,144%
302 Excavation type-A with hauling distance 10-20 km (DT 25t) m3 23.500,00 0,947% 0,158% 0,158% 0,158% 0,158% 0,158% 0,158%
303 Backfill m3 27.750,00 0,515% 0,086% 0,086% 0,086% 0,086% 0,086% 0,086%
Concrete Works
311 Concrete type-A (K225) m3 18.527,00 6,750% 1,125% 1,125% 1,125% 1,125% 1,125% 1,125%
312 Formwork type-B (1-5m) m2 30.000,00 2,877% 0,479% 0,479% 0,479% 0,479% 0,479% 0,479%
313 Reinforcement bar, deformed ton 2.223,00 9,908% 1,651% 1,651% 1,651% 1,651% 1,651% 1,651%
Piling Works
321 Furnishing of Concrete pile 300 mm x 300 mm m 21.460,00 1,740% 0,290% 0,290% 0,290% 0,290% 0,290% 0,290%
322 Driving of Concrete pile 300 mm x 300 mm m 21.460,00 0,868% 0,145% 0,145% 0,145% 0,145% 0,145% 0,145%
323 Furnishng of Concrete pile 400 mm x 400 mm m 14.300,00 1,744% 0,291% 0,291% 0,291% 0,291% 0,291% 0,291%
324 Driving of Concrete pile 400 mm x 400 mm m 14.300,00 0,690% 0,115% 0,115% 0,115% 0,115% 0,115% 0,115%
325 Furnishing of Bamboo pile m 168.750,00 0,344% 0,172% 0,172%
326 Driving of Bamboo pile m 168.750,00 0,281% 0,141% 0,141%
Gates Works
331 Automatic Trash Screen, B = 4.50, h = 9.14 m set 3,00 1,445% 0,722% 0,722%
342 Central control desk set 1,00 0,088% 0,044% 0,044%
Bill No. 4: Waduk Sunter Selatan
Earth Works
401 Excavation type-A without hauling distance m3 13.809,00 0,431% 0,072% 0,072% 0,072% 0,072% 0,072% 0,072%
402 Excavation type-A with hauling distance 10-20 km (DT 25t) m3 11.693,00 0,471% 0,079% 0,079% 0,079% 0,079% 0,079% 0,079%
403 Backfill m3 13.809,00 0,256% 0,043% 0,043% 0,043% 0,043% 0,043% 0,043%
Concrete Works
411 Concrete type-A (K225) m3 11.976,00 4,363% 0,873% 0,873% 0,873% 0,873% 0,873%
412 Concrete type-D (K100) m3 43,00 0,012% 0,002% 0,002% 0,002% 0,002% 0,002%
413 Formwork type-A (1m) m2 250,00 0,012% 0,002% 0,002% 0,002% 0,002% 0,002%
414 Formwork type-B (1-5m) m2 2.300,00 0,221% 0,044% 0,044% 0,044% 0,044% 0,044%
415 Reinforcement bar, deformed ton 1.437,00 6,405% 1,281% 1,281% 1,281% 1,281% 1,281%
Stone Works
421 Stone masonry type-B m3 35,00 0,008% 0,008%
422 Compacted Sand and gravel fill m3 193,00 0,016% 0,016%
Piling Works
431 Furnishing of Corrugated pre-stressed concrete pile W = 350 mm m 3.585,00 0,777% 0,389% 0,389%
432 Driving of Corrugated pre-stressed concrete pile W = 350 mm m 3.585,00 0,195% 0,097% 0,097%
433 Furnishing of Concrete pile 300 mm x 300 mm m 10.700,00 0,868% 0,217% 0,217% 0,217% 0,217%
434 Driving of Concrete pile 300 mm x 300 mm m 10.700,00 0,433% 0,108% 0,108% 0,108% 0,108%
435 Furnishing of Concrete pile 400 mm x 400 mm m 7.120,00 0,868% 0,217% 0,217% 0,217% 0,217%
436 Driving of Concrete pile 400 mm x 400 mm m 7.120,00 0,344% 0,086% 0,086% 0,086% 0,086%
437 Furnishing of Concrete pile 500 mm x 500 mm m 10.700,00 2,084% 1,042% 1,042%
438 Driving of Concrete pile 500 mm x 500 mm m 10.700,00 0,812% 0,406% 0,406%
439 Furnishing of Bamboo pile m 99.293,00 0,202% 0,101% 0,101%
4310 Driving of Bamboo pile m 99.293,00 0,166% 0,083% 0,083%
Gates Works
441 Trash rack, b = 1.50 m, h = 2.0 m set 7,00 0,084% 0,042% 0,042%
442 Demolition of trashrack b = 2.0 m set 7,00 0,029% 0,015% 0,015%
Miscellaneous Works
451 PVC weep hole (dia. 30 mm) set 5.140,00 0,170% 0,034% 0,034% 0,034% 0,034% 0,034%
452 PVC pipe dia. 5” m 1.134,00 0,069% 0,014% 0,014% 0,014% 0,014% 0,014%
Bill No. 5: Waduk Sunter Timur III
Earth Works
501 Excavation type-A without hauling distance m3 4.471,00 0,139% 0,139%
502 Excavation type-A with hauling distance 10-20 km (DT 25t) m3 2.236,00 0,090% 0,090%
503 Backfill m3 4.471,00 0,083% 0,083%
Concrete Works
511 Concrete type-A (K225) m3 463,00 0,169% 0,084% 0,084%
512 Formwork type-B (1-5m) m2 175,00 0,017% 0,008% 0,008%
513 Reinforcement bar, deformed ton 56,00 0,250% 0,125% 0,125%
Piling Works
521 Furnishing of Corrugated pre-stressed concrete pile W = 450 mm m 4.575,00 1,322% 0,661% 0,661%
522 Driving of Corrugated pre-stressed concrete pile W = 450 mm m 4.575,00 0,325% 0,162% 0,162%
523 Furnishing of Concrete pile 400 mm x 400 mm m 1.236,00 0,151% 0,151%
524 Driving of Concrete pile 400 mm x 400 mm m 1.236,00 0,060% 0,060%
Mechanical Works
531 Demolition of exixsting gate b=2.50 m – b=4.00 m set 2,00 0,022% 0,011% 0,011%
532 Control gate, b = 3.30 m, h = 3.0 m (slide gate type, electric operated)set 2,00 0,222% 0,111% 0,111%
533 Electric system set 3,00 0,544% 0,272% 0,272%
534 Steel footpath set 0,000% 0,000%
Miscellaneous Works
541 Window/door m2 72,00 0,060% 0,030% 0,030%
TOTAL 100,00%
MONTHLY PROGRESS PLAN 0,170% 0,170% 1,930% 5,316% 6,398% 8,236% 13,631% 13,319% 14,788% 14,198% 12,576% 9,268%
CUMMULATIVE OFMONTHLY PROGRESS PLAN #### 0,170% 0,341% 2,271% 7,587% 13,985% 22,220% 35,851% 49,170% 63,958% 78,157% 90,732% 100,000%
MONTHLY PROGRESS REAL 0,000% 1,005% 4,074% 9,091% 8,687% 7,288% 9,063% 7,008% 0,000% 0,000% 0,000% 0,000%
CUMMULATIVE OFMONTHLY PROGRESS REAL #### 0,000% 1,005% 5,079% 14,170% 22,857% 30,145% 39,208% 46,216%
DEVIATION -0,170% 0,664% 2,808% 6,584% 8,872% 7,925% 3,357% -2,954%
TIME SCHEDULE (S-CURVE)
DREDGING AND EMBANKMENT OF SENTIONG SUNTERNDRAIN, WADUK SUNTER UTARA, WADUK SUNTER
SELATAN, AND WADUK SUNTER TIMUR III SUB PROJECT OF JAKARTA URGENT FLOOD MITIGATION
PROJECT (JUFMP) ICB PACKAGE NO.JUFMP-4
Item no. Description Unit Quantity Bobot

11. 3. ACTUAL PROGRESS OF THIS MONTH
BillNo.3:WadukSunterUtara
Earthworks
301
Excavationtype-Awithouthauling
distance
m3 27.750,00 0,87% 486,19 312,84 347,49 343,62 345,27 - 187,89 386,59 574,62 273,35 536,04 539,69 368,84 584,02 202,36 - - -332,01 665,27 567,56 165,06 515,62 522,28 191,12 393,00 208,00 212,72 211,89 223,24
302
Excavationtype-Awithhaulingdistance
10-20km(DT25t)
m3 23.500,00 0,95% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
303 Backfill m3 27.750,00 0,52% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ConcreteWorks
311 Concretetype-A(K225) m3 18.527,00 6,75% 46,20 46,20 23,10 46,20 23,10 46,20 - 23,10 104,16 -104,16 52,08 104,16 104,16 104,16 104,16 23,10 127,26 104,16 57,96 - 69,30 127,26 127,26 57,96 104,16 104,16 104,16 104,16 -
312 Formworktype-B(1-5m) m2 30.000,00 2,88% 27,85 25,93 13,93 25,93 13,93 25,93 - 13,93 190,87 -183,62 93,98 188,45 186,04 186,04 186,04 13,93 199,96 186,04 160,11 - 37,93 198,04 198,04 162,53 186,04 186,04 186,04 186,04 -
313 Reinforcementbar,deformed ton 2.223,00 9,91% 4,60 4,60 2,30 4,60 2,30 4,60 - 2,30 9,48 - 9,48 4,74 9,48 9,48 9,48 9,48 2,30 11,78 9,48 4,88 - 6,90 11,78 11,78 4,88 9,48 9,48 9,48 9,48 -
PilingWorks
321
FurnishingofConcretepile300mmx300
mm
m 21.460,00 1,74% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
322
DrivingofConcretepile300mmx300
mm
m 21.460,00 0,87% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
323
FurnishingofConcretepile400mmx400
mm
m 14.300,00 1,74% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
324
DrivingofConcretepile400mmx400
mm
m 14.300,00 0,69% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
325 FurnishingofBambooPile m 168.750,00 0,34%
326 DrivingofBambooPile m 168.750,00 0,28%
GatesWorks
331
AutomaticTrashScreen,B=4.50,h=
9.14m
set 3,00 1,44%
342 Centralcontroldesk set 1,00 0,09%
TotalforBillNo.3 29,062%

12. Bill No. 4 :Waduk Sunter Selatan
Earthwork
401
Excavation type - A without hauling
distance
m3 13.809,00 0,43%
402
Excavation type - A with hauling distance
10-20 km (DT 25t)
m3 11.693,00 0,47%
403 Backfill m3 13.809,00 0,26%
Concrete Works
411 Concrete type - A (K225) m3 11.976,00 4,36%
412 Concrete type - D (K100) m3 43,00 0,01%
413 Formwork type - A (1 m) m2 250,00 0,01%
414 Formwork type - B (1-5m) m2 2.300,00 0,22%
415 Reinforcement bar, deformed ton 1.437,00 6,40%
Stone Works
421 Stone masonry type-B m3 35,00 0,01%
422 Compacted Sand and gravelfill m3 193,00 0,02%
Piling Works
431
Furnishing of Corrugated pre-stressed
concrete pile W = 350 mm
m 3.585,00 0,78% - - - - - 132,00 396,00 264,00 - - - 264,00 264,00 - 396,00 - - - - 264,00 528,00 420,00 - - - 144,00 - - - -
432
Driving of Corrugated pre-stressed
concrete pile W = 350 mm
m 3.585,00 0,19% - - - 48,00 168,00 144,00 180,00 168,00 156,00 180,00 180,00 192,00 192,00 132,00 120,00 24,00 168,00 144,00 - 156,00 180,00 180,00 - - - 180,00 180,00 72,00 - 60,00
433
Furnishing of Concrete pile 300 mm x 300
mm
m 10.700,00 0,87%
434
Driving of Concrete pile 300 mm x 300
mm
m 10.700,00 0,43%
435
Furnishing of Concrete pile 400 mm x 400
mm
m 7.120,00 0,87%
436
Driving of Concrete pile 400 mm x 400
mm
m 7.120,00 0,34%
437
Furnishing of Concrete pile mm 500 x 500
mm
m 10.700,00 2,08%
438
Driving of Concrete pile 500 mm x 500
mm
m 10.700,00 0,81%
439 Furnishing of Bamboo pile m 99.293,00 0,20%
4310 Driving of Bamboo pile m 99.293,00 0,17%
Gates Works
441 Trash rack , b = 1.50, h = 2.0 m set 7,00 0,08%
442 Demolition of trashrack b = 2.0 m set 7,00 0,03%
Miscellaneous Works
451 PVC weep hole (dia. 30 mm) set 5.140,00 0,17%
452 PVC pipe dia. 5" m 1.134,00 0,07%
Total for Bill No. 4 19,294%

13. BillNo. 5 :Waduk SunterTimurIII
EarthWorks
501
Excavationtype-Awithouthauling
distance
m3 4.471,00 0,14%
502
Excavationtype-Awithhaulingdistance
10-20km(DT 25t)
m3 2.236,00 0,09%
503 Backfill m3 4.471,00 0,08%
Concrete Works
511 Concretetype-A(K225) m3 463,00 0,17%
512 Formworktype-B(1-5m) m2 175,00 0,02%
513 Reinforcementbar, deformed ton 56,00 0,25%
Piling Works
521
FurnishingofCorrugated pre-stressed
concretepileW= 450mm
m 4.575,00 1,32% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
522
DrivingofCorrugated pre-stressed
concretepileW= 450mm
m 4.575,00 0,32% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
523
FurnishingofConcretepile400mmx400
mm
m 1.236,00 0,15% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
524
DrivingofConcretepile400mmx400
mm
m 1.236,00 0,06% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
MechanicalWorks
531
Demolitionofexistinggateb=2.50m-
b=4.00m
Set 2,00 0,02%
532
Controlgate, b = 3.30m, h= 3.0m(slide
gatetype, electric operated)
Set 2,00 0,22%
533 Electric system Set 3,00 0,54%
534 Steelfootpath Set -
Miscellaneous Works
541 Windowdoor m2 72,00 0,06%
TotalforBillNo. 5 3,453%

14. 3. DETAILS PROGRESS OF WORK UP TO THIS MONTH
MONITORING DREDGING
SENTIONG-SUNTER DRAIN AT PACKAGE 4
Month: April 2016
Rit m3 Rit m3 Rit m3 Rit m3 Rit m3 Rit m3
End of Mar 16 9.195 149.794,76 9.195 149.794,76 6.934 110.960,79 6.934 110.960,79 16.129 260.755,55 16.129 260.755,55
1 01-Apr-16 - - 9.195 149.794,76 42 653,40 6.976 111.614,19 42 653,40 16.171 261.408,95
2 02-Apr-16 - - 9.195 149.794,76 28 435,86 7.004 112.050,05 28 435,86 16.199 261.844,82
3 03-Apr-16 - - 9.195 149.794,76 42 653,40 7.046 112.703,45 42 653,40 16.241 262.498,22
4 04-Apr-16 - - 9.195 149.794,76 40 622,25 7.086 113.325,70 40 622,25 16.281 263.120,46
5 05-Apr-16 - - 9.195 149.794,76 41 638,09 7.127 113.963,79 41 638,09 16.322 263.758,55
6 06-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
7 07-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
8 08-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
9 09-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
10 10-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
11 11-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
12 12-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
13 13-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
14 14-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
15 15-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
16 16-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
17 17-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
18 18-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
19 19-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
20 20-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
21 21-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
22 22-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
23 23-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
24 24-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
25 25-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
26 26-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
27 27-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
28 28-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
29 29-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
30 30-Apr-16 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
31 - - 9.195 149.794,76 - - 7.127 113.963,79 - - 16.322 263.758,55
TOTAL Apr 16 - - 193 3.003,00 193 3.003,00
End of Apr 16 9.195 149.794,76 9.195 149.794,76 7.127 113.963,79 7.127 113.963,79 16.322 263.758,55 16.322 263.758,55
No
THIS MONTH CUMMULATIVE
TGL
KALI SENTIONG - SUNTER KALI ANCOL
CUMMULATIVE OF DREDGING
( STA. 0 + 020 - 5 + 720 ) ( STA. 0 + 100 - 1 + 450 )
THIS MONTH CUMMULATIVE THIS MONTH CUMMULATIVE

15. Sentiong-Sunter Drain at Package 4
Month: April 2016
Pompa I Pompa II Total
(Jam) (Jam) (Jam)
End of Mar 16 484,00 297,00 781,00
1 01/04/2016 -
2 02/04/2016 -
3 03/04/2016 -
4 04/04/2016 -
5 05/04/2016 -
6 06/04/2016 -
7 07/04/2016 -
8 08/04/2016 -
9 09/04/2016 -
10 10/04/2016 -
11 11/04/2016 -
12 12/04/2016 -
13 13/04/2016 -
14 14/04/2016 -
15 15/04/2016 -
16 16/04/2016 -
17 17/04/2016 -
18 18/04/2016 -
19 19/04/2016 -
20 20/04/2016 -
21 21/04/2016 -
22 22/04/2016 -
23 23/04/2016 -
24 24/04/2016 -
25 25/04/2016 -
26 26/04/2016 -
27 27/04/2016 -
28 28/04/2016 -
29 29/04/2016 -
30 30/04/2016 -
31 -
- - -
484,00 297,00 781,00
Total on Apr 16
End of Apr 16
MONITORING DREDGING
(Equipment for Water Injection)
No Tanggal Station Ket

16. Month: April 2016 0,3878
CONCRETE TYPE-A (K225)
Left (M) Right (M) VOLUME COMMULATIVE
End of Mar 16 - 662,59 1.118,97 772,0090
1 01-Apr-16 1 + 287 - 1 + 251 36,00 13,9608 785,9698
2 02-Apr-16 1 + 251 - 1 + 215 36,30 14,0771 800,0469
3 03-Apr-16 - 800,0469
4 04-Apr-16
1 + 215 - 1 + 191 & 1
+ 258 - 1 + 234
24,00 36,00 23,2680 823,3149
5 05-Apr-16 - 823,3149
6 06-Apr-16
1 + 191 - 1 + 166; 0
+ 790 - 0 + 760 & 1 +
234 - 1 + 210
25,00 48,00 28,3094 851,6243
7 07-Apr-16 - 851,6243
8 08-Apr-16
1 + 166 - 1 + 129; 0
+ 760 - 0 + 694 & 1 +
210 - 1 + 174
36,50 96,00 51,3835 903,0078
9 09-Apr-16 1 + 129 - 1 + 093 36,00 13,9608 916,9686
10 10-Apr-16
0 + 694 - 0 + 670 & 1
+ 174 - 1 + 138
60,00 23,2680 940,2366
11 11-Apr-16 1 + 093 - 1 + 057 36,00 13,9608 954,1974
12 12-Apr-16
1 + 057 - 1 + 021; 0
+ 670 - 0 + 646 & 1 +
138 - 1 + 114
36,00 TRUE 14,3486 968,5460
13 13-Apr-16
1 + 114 - 1 + 090 & 0
+ 646 - 0 + 622
48,00 18,6144 987,1604
14 14-Apr-16
1 + 021 - 0+ 985 & 0
+ 622 - 0 + 598
36,00 24,00 23,2680 1.010,4284
15 15-Apr-16 1 + 090 - 1 + 054 36,00 13,9608 1.024,3892
16 16-Apr-16
0 + 598 - 0 + 562 & 0
+ 985 - 0 + 957
28,00 36,00 24,8192 1.049,2084
17 17-Apr-16 1 + 054 - 1 + 030 24,00 9,3072 1.058,5156
18 18-Apr-16 0 + 562 - 0 + 538 24,00 9,3072 1.067,8228
19 19-Apr-16 1 + 030 - 1 + 006 24,00 9,3072 1.077,1300
20 20-Apr-16 0 + 538 - 0 + 502 36,00 13,9608 1.091,0908
21 21-Apr-16
5 + 845 - 5 + 809 & 1
+ 006 - 0 + 978
36,00 28,00 24,8192 1.115,9100
22 22-Apr-16
5 + 809 - 5 + 785 & 0
+ 502 - 0 + 478
24,00 24,00 18,6144 1.134,5244
23 23-Apr-16 0 + 215 - 0 + 179 36,00 13,9608 1.148,4852
24 24-Apr-16
0 + 478 - 0 + 468 &
0 + 466 - 0 + 456
20,00 7,7560 1.156,2412
25 25-Apr-16 5 + 785 - 5 + 749 36,00 13,9608 1.170,2020
26 26-Apr-16
5 + 747 - 5 + 711; 0
+ 448 - 0 + 443 & 0 +
442 - 0 + 418; 0 +
305 - 0 + 296 & 0 +
163 - 0 + 139
36,00 62,00 38,0044 1.208,2064
27 27-Apr-16 - 1.208,2064
28 28-Apr-16
5 + 711 - 5 + 675; 0
+ 418 - 0 + 394 & 0 +
139 - 0 + 103
36,00 48,00 32,5752 1.240,7816
29 29-Apr-16 0 + 394 - 0 + 370 24,00 9,3072 1.250,0888
30 30-Apr-16
5 + 675 - 5 +639; 0 +
370 - 0 + 346 & 0 +
103 - 0 + 079
34,00 48,00 31,7996 1.281,8884
TOTAL Apr 16 531,80 782,00 509,8794
End of Apr 16 1.194,39 1.900,97 1.281,8884
MONITORING CONCRETE WORKS PACKAGE 4
SENTIONG-SUNTER DRAIN
(CONCRETE TYPE-A (K225)
STA
Length and Position
REMARKNo DATE

17. Month: April 2016 1,73
Left (M) Right (M) VOLUME COMMULATIVE
End of Mar 16 - 662,59 1.118,97 3.082,0988
1 01-Apr-16 1 + 287 - 1 + 251 36,00 - 62,2800 3.144,3788
2 02-Apr-16 1 + 251 - 1 + 215 36,30 - 62,7990 3.207,1778
3 03-Apr-16 - - - - 3.207,1778
4 04-Apr-16
1 + 215 - 1 + 191 & 1
+ 258 - 1 + 234
24,00 36,00 103,8000 3.310,9778
5 05-Apr-16 - - - - 3.310,9778
6 06-Apr-16
1 + 191 - 1 + 166; 0
+ 790 - 0 + 760 & 1 +
234 - 1 + 210
25,00 48,00 126,2900 3.437,2678
7 07-Apr-16 - - - - 3.437,2678
8 08-Apr-16
1 + 166 - 1 + 129; 0
+ 760 - 0 + 694 & 1 +
210 - 1 + 174
36,50 96,00 229,2250 3.666,4928
9 09-Apr-16 1 + 129 - 1 + 093 36,00 - 62,2800 3.728,7728
10 10-Apr-16
0 + 694 - 0 + 670 & 1
+ 174 - 1 + 138
- 60,00 103,8000 3.832,5728
11 11-Apr-16 1 + 093 - 1 + 057 36,00 - 62,2800 3.894,8528
12 12-Apr-16
1 + 057 - 1 + 021; 0
+ 670 - 0 + 646 & 1 +
138 - 1 + 114
36,00 TRUE 64,0100 3.958,8628
13 13-Apr-16
1 + 114 - 1 + 090 & 0
+ 646 - 0 + 622
- 48,00 83,0400 4.041,9028
14 14-Apr-16
1 + 021 - 0+ 985 & 0
+ 622 - 0 + 598
36,00 24,00 103,8000 4.145,7028
15 15-Apr-16 1 + 090 - 1 + 054 - 36,00 62,2800 4.207,9828
16 16-Apr-16
0 + 598 - 0 + 562 & 0
+ 985 - 0 + 957
28,00 36,00 110,7200 4.318,7028
17 17-Apr-16 1 + 054 - 1 + 030 - 24,00 41,5200 4.360,2228
18 18-Apr-16 0 + 562 - 0 + 538 - 24,00 41,5200 4.401,7428
19 19-Apr-16 1 + 030 - 1 + 006 - 24,00 41,5200 4.443,2628
20 20-Apr-16 0 + 538 - 0 + 502 - 36,00 62,2800 4.505,5428
21 21-Apr-16
5 + 845 - 5 + 809 & 1
+ 006 - 0 + 978
36,00 28,00 110,7200 4.616,2628
22 22-Apr-16
5 + 809 - 5 + 785 & 0
+ 502 - 0 + 478
24,00 24,00 83,0400 4.699,3028
23 23-Apr-16 0 + 215 - 0 + 179 - 36,00 62,2800 4.761,5828
24 24-Apr-16
0 + 478 - 0 + 468 &
0 + 466 - 0 + 456
- 20,00 34,6000 4.796,1828
25 25-Apr-16 5 + 785 - 5 + 749 36,00 - 62,2800 4.858,4628
26 26-Apr-16
5 + 747 - 5 + 711; 0
+ 448 - 0 + 443 & 0 +
442 - 0 + 418; 0 +
305 - 0 + 296 & 0 +
163 - 0 + 139
36,00 62,00 169,5400 5.028,0028
27 27-Apr-16 - - - - 5.028,0028
28 28-Apr-16
5 + 711 - 5 + 675; 0
+ 418 - 0 + 394 & 0 +
139 - 0 + 103
36,00 48,00 145,3200 5.173,3228
29 29-Apr-16 0 + 394 - 0 + 370 - 24,00 41,5200 5.214,8428
30 30-Apr-16
5 + 675 - 5 +639; 0 +
370 - 0 + 346 & 0 +
103 - 0 + 079
34,00 48,00 141,8600 5.356,7028
TOTAL Apr 16 531,80 782,00 2.274,60
End of Apr 16 1.194,39 1.900,97 5.356,7028
MONITORING CONCRETE WORKS PACKAGE 4
SENTIONG-SUNTER DRAIN
(FORMWORK TYPE-B)
No
FORMWORK TYPE-B
REMARKDATE STA
Length and Position

18. Month: April 2016 0,0225007
Left (M) Right (M) VOLUME COMMULATIVE
End of Mar 16 699,19 1.178,97 42,9146
1 01-Apr-16 1 + 251 - 1 + 215 36,30 0,8168 43,7314
2 02-Apr-16
1 + 215 - 1 + 191 & 0
+ 760 - 0 + 724
24,00 36,00 1,3500 45,0814
3 03-Apr-16 - 45,0814
4 04-Apr-16
1 + 191 - 1 + 166 & 1
+ 234 - 1 + 210
25,00 24,00 1,1025 46,1839
5 05-Apr-16 - 46,1839
6 06-Apr-16
1 + 166 - 1 + 129; 0
+ 724 - 0 + 694 & 1 +
210 - 1 + 174
36,50 60,00 2,1713 48,3553
7 07-Apr-16 - 48,3553
8 08-Apr-16
1 + 129 - 1 + 093; 1
+ 057 - 1 + 021; 0 +
694 - 0 + 646; 1 +
174 - 1 + 158 & 1 +
138 - 1 + 114
72,00 108,00 4,0501 52,4054
9 09-Apr-16 1 + 093 - 1 + 057 36,00 0,8100 53,2154
10 10-Apr-16 - 53,2154
11 11-Apr-16 - 53,2154
12 12-Apr-16
1 + 114 - 1 + 090 & 0
+ 646 - 0 + 622
48,00 1,0800 54,2954
13 13-Apr-16
1 + 021 - 0+ 985; 0 +
622 - 0 + 598 & 1 +
090 - 1 + 054
36,00 60,00 2,1601 56,4555
14 14-Apr-16
0 + 985 - 0 + 957 & 0
+ 958 - 0 + 922
28,00 36,00 1,4400 57,8955
15 15-Apr-16 1 + 054 - 1 + 030 24,00 0,5400 58,4356
16 16-Apr-16 0 + 562 - 0 + 538 24,00 0,5400 58,9756
17 17-Apr-16 1 + 030 - 1 + 006 24,00 0,5400 59,5156
18 18-Apr-16 - 59,5156
19 19-Apr-16 - 59,5156
20 20-Apr-16 0 + 502 - 0 + 478 24,00 0,5400 60,0556
21 21-Apr-16
5 + 845 - 5 + 409; 5
+ 809 - 5 + 785; 1 +
006 - 0 + 978 & 0 +
215 - 0 + 179
60,00 64,00 2,7901 62,8457
22 22-Apr-16
5 + 785 - 5 + 749; 0
+ 478 - 0 + 468 & 0 +
466 - 0 + 456
36,00 20,00 1,2600 64,1057
23 23-Apr-16 - 64,1057
24 24-Apr-16
0 + 448 - 0 + 443 & 0
+ 442 - 0 +4 18 ; 0 +
305 - 0 + 296 & 0 +
163 - 0 + 139
62,00 1,3950 65,5008
25 25-Apr-16 5 + 747 - 5 + 711 36,00 0,8100 66,3108
26 26-Apr-16
5 + 711 - 5 + 675; 0
+ 418 - 0 + 394 & 0 +
139 - 0 + 103
36,00 48,00 1,8901 68,2009
27 27-Apr-16 - 68,2009
28 28-Apr-16
5 + 675 - 5 +639; 0 +
394 - 0 + 370 & 0 +
103 - 0 + 079
34,00 48,00 1,8451 70,0459
29 29-Apr-16 0 + 370 - 0 + 346 24,00 0,5400 70,5859
30 30-Apr-16 - 70,5859
TOTAL Apr 16 495,80 734,00 27,6714
End of Apr 16 1.194,99 1.912,97 70,5859
MONITORING CONCRETE WORKS PACKAGE 4
SENTIONG-SUNTER DRAIN
(REINFORCEMENT BAR, DEFORMED)
No DATE STA
Length and Position
REINFORCEMENT BAR,
DEFORMED REMARK

19. Month: April 2016
VOLUME COMMULATIVE VOLUME COMMULATIVE VOLUME COMMULATIVE
(M³) (M³) (M³) (M³) (M³) (M³)
End of Mar 15 694,7967 -
1 01-Apr-16 84 s/d 120 486,1872 1.180,9839 - -
2 02-Apr-16 120 s/d 144 312,8352 1.493,8191 - -
3 03-Apr-16 144 s/d 168 347,4876 1.841,3067 - -
4 04-Apr-16 168 s/d 192 343,6188 2.184,9255 - -
5 05-Apr-16 192 s/d 216 345,2694 2.530,1949 - -
6 06-Apr-16 - s/d - - 2.530,1949 - -
7 07-Apr-16 - s/d - 187,8888 2.718,0837 - -
8 08-Apr-16 216 s/d 240 386,5932 3.104,6769 - -
9 09-Apr-16 240 s/d 276 574,6176 3.679,2945 - -
10 10-Apr-16 - s/d - 273,3453 3.952,6398 - -
11 11-Apr-16 276 s/d 312 536,0436 4.488,6834 - -
12 12-Apr-16 312 s/d 348 539,6949 5.028,3783 - -
13 13-Apr-16 348 s/d 372 368,8362 5.397,2145 - -
14 14-Apr-16 372 s/d 408 584,0235 5.981,2380 - -
15 15-Apr-16 408 s/d 420 202,3596 6.183,5976 - -
16 16-Apr-16 0 s/d 0 - 6.183,5976 - -
17 17-Apr-16 0 s/d 0 - 6.183,5976 - -
18 18-Apr-16 0 s/d 0 - 6.183,5976 - -
19 19-Apr-16 0 s/d 0 332,0109 6.515,6085 - -
20 20-Apr-16 481 s/d 517 665,2737 7.180,8822 - -
21 21-Apr-16 517 s/d 553 567,5580 7.748,4402 - -
22 22-Apr-16 529 s/d 541 165,0606 7.913,5008 - -
23 23-Apr-16 565 s/d 601 515,6163 8.429,1171 - -
24 24-Apr-16 601 s/d 637 522,2772 8.951,3943 - -
25 25-Apr-16 0 s/d 0 191,1228 9.142,5171 - -
26 26-Apr-16 659 s/d 683 392,9964 9.535,5135 - -
27 27-Apr-16 671 s/d 683 207,9975 9.743,5110 - -
28 28-Apr-16 683 s/d 695 212,7237 9.956,2347 - -
29 29-Apr-16 695 s/d 707 211,8891 10.168,1238 - -
30 30-Apr-16 707 s/d 719 223,2360 10.391,3598 - -
31
TOTAL Apr 16 9.696,5631 -
End of Apr 16 10.391,3598 -
MONITORING EARTHWORKS
PACKAGE 4 - WADUK SUNTER UTARA
No DATE STA
EXCAVATION TYPE - A
WITHOUT HAULING DISTANCE
EXCAVATION TYPE - A WITH
HAULING DISTANCE 10-20KM
(DT 25T) REMARK
BACKFILL

20. Month: April 2016
VOLUME COMMULATIVE VOLUME COMMULATIVE VOLUME COMMULATIVE
(M³) (M³) (M³) (M³)
End of Mar 16 - - - -
1 01-Apr-16 0+048 - 0+072 4,598 4,598 27,850 27,850 46,200 46,200
2 02-Apr-16 0+072 - 0+096 4,598 9,195 25,925 53,775 46,200 92,400
3 03-Apr-16 0+096 - 0+108 2,299 11,494 13,925 67,700 23,100 115,500
4 04-Apr-16 0+108 - 0+132 4,598 16,092 25,925 93,625 46,200 161,700
5 05-Apr-16 0+132 - 0+144 2,299 18,391 13,925 107,550 23,100 184,800
6 06-Apr-16 0+144 - 0+168 4,598 22,988 25,925 133,475 46,200 231,000
7 07-Apr-16 - - 22,988 - 133,475 - 231,000
8 08-Apr-16 0+168 - 0+180 2,299 25,287 13,925 147,400 23,100 254,100
9 09-Apr-16 0+180 - 0+204 9,482 34,769 190,865 338,265 104,160 358,260
10 10-Apr-16 - - 34,769 - 338,265 - 358,260
11 11-Apr-16 0+204 - 0+228 9,482 44,251 183,620 521,885 104,160 462,420
12 12-Apr-16 0+228 - 0+240 4,741 48,992 93,980 615,865 52,080 514,500
13 13-Apr-16 0+240 - 0+264 9,482 58,474 188,450 804,315 104,160 618,660
14 14-Apr-16 0+264 - 0+288 9,482 67,956 186,035 990,350 104,160 722,820
15 15-Apr-16 0+288 - 0+312 9,482 77,438 186,035 1.176,385 104,160 826,980
16 16-Apr-16 0+312 - 0+336 9,482 86,920 186,035 1.362,420 104,160 931,140
17 17-Apr-16 0+336 - 0+348 2,299 89,219 13,925 1.376,345 23,100 954,240
18 18-Apr-16 0+348 - 0+384 11,781 100,999 199,960 1.576,305 127,260 1.081,500
19 19-Apr-16 0+384 - 0+408 9,482 110,481 186,035 1.762,340 104,160 1.185,660
20 20-Apr-16 - 4,884 115,366 160,110 1.922,450 57,960 1.243,620
21 21-Apr-16 - - 115,366 - 1.922,450 - 1.243,620
22 22-Apr-16 0+408 - 0+444 6,896 122,262 37,925 1.960,375 69,300 1.312,920
23 23-Apr-16 0+444 - 0+480 11,781 134,043 198,035 2.158,410 127,260 1.440,180
24 24-Apr-16 0+480 - 0+516 11,781 145,824 198,035 2.356,445 127,260 1.567,440
25 25-Apr-16 - 4,884 150,708 162,525 2.518,970 57,960 1.625,400
26 26-Apr-16 0+516 - 0+540 9,482 160,190 186,035 2.705,005 104,160 1.729,560
27 27-Apr-16 0+540 - 0+564 9,482 169,672 186,035 2.891,040 104,160 1.833,720
28 28-Apr-16 0+564 - 0+588 9,482 179,154 186,035 3.077,075 104,160 1.937,880
29 29-Apr-16 0+588 - 0+612 9,482 188,636 186,035 3.263,110 104,160 2.042,040
30 30-Apr-16 - - 188,636 - 3.263,110 - 2.042,040
31 - 188,636 - 3.263,110 - 2.042,040
TOTAL Apr 16 188,636 3.263,110 2.042,040
End of Apr 16 188,636 3.263,110 2.042,040
FORMWORK TYPE-B
MONITORING EARTH WORKS
PACKAGE 4 - WADUK SUNTER UTARA
No DATE STA
REINFORCEMENT BAR CONCRETE TYPE-A (K225)
REMARK

21. Month: April 2016
(Unit) (Meter) (Unit) (Meter) (Unit) (Meter) (Unit) (Meter)
End of Mar 15 1.268 12.680 1.233 12.330 819 8.190 805 8.050
1 01-Apr-16 - - - -
2 02-Apr-16 - - - -
3 03-Apr-16 - - - -
4 04-Apr-16 - - - -
5 05-Apr-16 - - - -
6 06-Apr-16 - - - -
7 07-Apr-16 - - - -
8 08-Apr-16 - - - -
9 09-Apr-16 - - - -
10 10-Apr-16 - - - -
11 11-Apr-16 - - - -
12 12-Apr-16 - - - -
13 13-Apr-16 - - - -
14 14-Apr-16 - - - -
15 15-Apr-16 - - - -
16 16-Apr-16 - - - -
17 17-Apr-16 - - - -
18 18-Apr-16 - - - -
19 19-Apr-16 - - - -
20 20-Apr-16 - - - -
21 21-Apr-16 - - - -
22 22-Apr-16 - - - -
23 23-Apr-16 - - - -
24 24-Apr-16 - - - -
25 25-Apr-16 - - - -
26 26-Apr-16 - - - -
27 27-Apr-16 - - - -
28 28-Apr-16 - - - -
29 29-Apr-16 - - - -
30 30-Apr-16 - - - -
31 - - - -
TOTAL Apr 16 - - - - - - - -
End of Apr 16 1.268 12.680 1.233 12.330 819 8.190 805 8.050
DRIVING
MONITORING PILING WORKS
PACKAGE 4 - WADUK SUNTER UTARA
No DATE
CONCRETE PILE (300x300)mm ; L = 10 M CONCRETE PILE (400x400)mm ; L = 10 M
REMARK
FURNISHING DRIVING FURNISHING

22. Month: March 2016
(Unit) (Meter) (Unit) (Meter) (Unit) (Meter) (Unit) (Meter) (Unit) (Meter) (Unit) (Meter) (Unit) (Meter) (Unit) (Meter)
End of Mar 15 44 528 - - - - - - - - - - - - - -
1 01-Apr-16 - - - - - - - -
2 02-Apr-16 - - - - - - - -
3 03-Apr-16 - - - - - - - -
4 04-Apr-16 - 4 46,80 - - - - - -
5 05-Apr-16 - 14 163,80 - - - - - -
6 06-Apr-16 11 132 12 140,40 - - - - - -
7 07-Apr-16 33 396 15 175,50 - - - - - -
8 08-Apr-16 22 264 14 163,80 - - - - - -
9 09-Apr-16 - 13 152,10 - - - - - -
10 10-Apr-16 - 15 175,50 - - - - - -
11 11-Apr-16 - 15 175,50 - - - - - -
12 12-Apr-16 22 264 16 187,20 - - - - - -
13 13-Apr-16 22 264 16 187,20 - - - - - -
14 14-Apr-16 - 11 128,70 - - - - - -
15 15-Apr-16 33 396 10 117,00 - - - - - -
16 16-Apr-16 - 2 23,40 - - - - - -
17 17-Apr-16 - 14 163,80 - - - - - -
18 18-Apr-16 - 12 140,40 - - - - - - - - - - - -
19 19-Apr-16 - - - - - - - - - - - - - -
20 20-Apr-16 22 264 13 152,10 - - - - - - - - - - - -
21 21-Apr-16 44 528 15 175,50 - - - - - - - - - - - -
22 22-Apr-16 35 420 15 175,50 - - - - - - - - - - - -
23 23-Apr-16 - - - - - - - - - - - - - -
24 24-Apr-16 - - - - - - - - - - - - - -
25 25-Apr-16 - - - - - - - - - - - - - -
26 26-Apr-16 12 144 15 175,50 - - - - - - - - - - - -
27 27-Apr-16 - 15 175,50 - - - - - - - - - - - -
28 28-Apr-16 - 6 70,20 - - - - - -
29 29-Apr-16 - - - - - - - -
30 30-Apr-16 - 5 58,50 - - - - - -
31 - - - - - - - -
TOTAL Apr 16 256 3.072 267 3.124 - - - - - - - - - - - -
End of Apr 16 300 3.600 267 3.124 - - - - - - - - - - - -
DRIVINGDRIVING FURNISHING FURNISHING
MONITORING SHEET PILING WORKS PACKAGE 4
WADUK SUNTER SELATAN
No DATE
SHEET PILE/CCSP W = 350 mm CONCRETE PILE (300x300)mm CONCRETE PILE (400x400)mm CONCRETE PILE (500x500)mm
REMARK
FURNISHING DRIVING FURNISHING DRIVING

23. Month: April 2016
(Unit) (Meter) (Unit) (Meter) (Unit) (Meter) (Unit) (Meter)
End of Mar 15 301 5.117 300 5.100 - - - -
1 01-Apr-16
2 02-Apr-16
3 03-Apr-16
4 04-Apr-16
5 05-Apr-16
6 06-Apr-16
7 07-Apr-16
8 08-Apr-16
9 09-Apr-16
10 10-Apr-16
11 11-Apr-16
12 12-Apr-16
13 13-Apr-16
14 14-Apr-16
15 15-Apr-16
16 16-Apr-16
17 17-Apr-16
18 18-Apr-16
19 19-Apr-16
20 20-Apr-16
21 21-Apr-16
22 22-Apr-16
23 23-Apr-16
24 24-Apr-16
25 25-Apr-16
26 26-Apr-16
27 27-Apr-16
28 28-Apr-16
29 29-Apr-16
30 30-Apr-16
31
TOTAL Apr 16 - - - - - - - -
End of Apr 16 301 5.117 300 5.100 - - - -
MONITORING SHEET PILE/CCSP PACKAGE 4
WADUK SUNTER TIMUR III
No DATE
SHEET PILE/CCSP W = 450 mm ; L = 17 M CONCRETE PILE/CP (400x400)mm ; L =
REMARK
FURNISHING DRIVING FURNISHING DRIVING

24. APPENDIX PROJECT PHOTOES
DREDGING ON SENTIONG – SUNTER DRAIN (Kali Ancol)

25. CONCRETTE WORKS ON SENTIONG – SUNTER DRAIN

26. CONCRETTE WORKS ON SENTIONG – SUNTER DRAIN

27. PILING WORKS ON SENTIONG – SUNTER DRAIN

28. EARTH WORKS ON WADUK SUNTER UTARA

29. CONCRETTE WORKS ON WADUK SUNTER UTARA

30. CONCRETTE WORKS ON WADUK SUNTER UTARA

31. PILING WORKS ON WADUK SUNTER SELATAN