TIME SCHEDULE AMANDEMEN 2
MINISTRY OF PUBLIC WORKS
DIRECTORATE GENERAL OF HUMAN SETTLEMENTS
SATUAN KERJA PENGEMBANGAN PENYEHATAN LINGKUNGAN PERMUKIMAN
Project Name
Dredging and Embankment of Cideng - Thamrin Drain Sub-Project JUFMP-3
Contractor
Contract No.
Date
Amenedments-1
Day
:
:
:
:
:
PT. DUTARAYA DINAMETRO
HK.02.03/JUFMP-FSK/XI/1
15 November 2013
19 Maret 2014
730 Days
AMENDMENTS 2
NO
DESCRIPTION
UNIT
QUANTITY
RATE
( Rp )
2013
AMOUNT
WEIGHT
NOV
GENERAL ITEM
Preparation Works
Temporary Cofferdam with Dewatering
Dutch Cone Penetration Test (DCPT)
Exploratory Boring
Standard Penetration Test (SPT)
Unconfined Compression Test
UU Triaxial Compression Test
CU Triaxial Compression Test
Undisturbed Sampling from Core Boring
Consolidation Test for Sample Soil from Boring
Physical Test of Sample Soil from Boring
Environment Monitoring and Management
GPS Vehicle Tracking (Monitoring System) + Server
lump sum
lump sum
point
m
times
sample
sample
sample
sample
sample
sample
lump sum
set
1.00
1.00
130.00
2,290.00
1,422.00
131.00
131.00
131.00
131.00
131.00
604.00
1.00
35.00
930,000,000.00
332,475,000.00
186,000.00
268,770.00
97,650.00
267,375.00
267,375.00
267,375.00
182,280.00
213,900.00
372,000.00
139,500,000.00
4,185,000.00
930,000,000.00
332,475,000.00
24,180,000.00
615,483,300.00
138,858,300.00
35,026,125.00
35,026,125.00
35,026,125.00
23,878,680.00
28,020,900.00
224,688,000.00
139,500,000.00
146,475,000.00
1.516
0.542
0.039
1.003
0.226
0.057
0.057
0.057
0.039
0.046
0.366
0.227
0.239
B.
201
203
204
205
DREDGING WORKS
Dredging and Disposal
Excavated Garbage with hauling distance 20 - 30 km
Equipment for Water Injection
Rent of Equipment for Spreading on Dumping Area
Manual Dredging and Disposal
m
m
hour
hour
m
44,301.00
810.00
871.00
284.00
4,112.72
80,384.00
143,816.00
144,205.70
625,866.80
143,816.00
3,561,091,584.00
116,490,960.00
125,603,163.10
177,746,170.84
591,474,939.52
5.803
0.190
0.205
0.290
0.964
D.
221
222
224
CONCRETE WORKS
Concrete Type-A
Formwork Type-A
Reinforcement Bar, Deformed
m
m
ton
898.80
4,066.00
57.85
804,670.00
115,253.00
13,077,430.00
723,237,396.00
468,618,698.00
756,529,325.50
1.179
0.764
1.233
E.
231
232
PILLING WORKS I L=14 M'
Furnishing of Corrugated Pre-Stress Concrete Pile W.325
Driving of Corrugated Pre-Stress Concrete Pile W.325
m
m
8,433.00
8,433.00
783,511.00
171,550.00
6,607,348,263.00
1,446,681,150.00
10.768
2.358
F.
PILLING WORKS II L=16 M'
Furnishing of Corrugated Pre-Stress Concrete Pile W.350
Driving of Corrugated Pre-Stress Concrete Pile W.350
m
m
24,608.00
24,608.00
976,000.00
335,595.00
24,017,408,000.00
8,258,321,760.00
39.141
13.458
PILLING WORKS III (Under the Bridge)
Furnishing of Medium Stell Pipe 6"
Driving of Pile Pipe 6"
Precast 1.5 x 0.4 x 0.10 m
Concrete Type-A
Formwork Type-A
Reinforcement Bar, Deformed
Stell Plate 4mm
m
m
pcs
m
m
ton
ton
18,960.00
18,960.00
3,160.00
533.96
900.60
42.77
4.31
254,000.00
156,300.00
347,500.00
804,670.00
115,253.00
13,077,430.00
13,658,000.00
4,815,840,000.00
2,963,448,000.00
1,098,100,000.00
429,661,593.20
103,796,851.80
559,321,681.10
58,865,980.00
MISCELLANEOUS WORKS
Demolition and Disposal Existing Concrete
Demolition and Disposal Existing Stone Masonry
Demolition Existing Concrete under water
m
m
m
50.00
54.00
344.25
307,910.00
99,356.00
1,193,800.00
REPAIR PILE EXISTING 45 M'
Manual Excavation
Demolition and Disposal Existing Concrete
Concrete Type-A
Formwork Type-A
Formwork Type-B
Reinforcement Bar, Deformed
Furnishing of Corrugated Pre-Stress Concrete Pile W.350
Driving of Corrugated Pre-Stress Concrete Pile W.350
Logging the Tree
Replace the Tree
Manual Stuffing Soil
m
m
m
m
m
ton
m'
m'
tree
tree
m
225.00
74.25
96.03
174.75
310.50
4.02
720.00
720.00
25.00
250.00
112.50
107,300.00
307,910.00
804,670.00
115,253.00
128,551.00
13,077,430.00
976,000.00
335,595.00
366,900.00
589,500.00
35,100.00
H.
241
242
I.
Total
inc. PPN 10 %
JAN
FEB
MAR
APR
MAY
JUN
2015
JUL
AUG
SEP
OCT
NOV
DEC
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
NOV
( Rp )
A.
101
103
104
105
106
107
108
109
110
111
112
113
115
G.
2014
DEC
0.758
0.758
0.181
0.013
0.334
0.075
0.019
0.019
0.019
0.013
0.015
0.122
0.181
0.013
0.334
0.075
0.019
0.019
0.019
0.013
0.015
0.122
0.181
0.013
0.334
0.075
0.019
0.019
0.019
0.013
0.015
0.122
0.114
0.114
0.239
0.091
0.059
0.095
0.091
0.059
0.095
0.091
0.059
0.095
0.091
0.059
0.095
0.091
0.059
0.095
0.091
0.059
0.095
0.091
0.059
0.095
0.091
0.059
0.095
0.091
0.059
0.095
4.349
1.495
4.349
1.495
4.349
1.495
4.349
1.495
2.759
1.495
5.939
1.495
4.349
1.495
4.349
1.495
4.349
1.495
7.848
4.829
1.790
0.700
0.169
0.912
0.096
0.785
0.483
0.179
0.070
0.017
0.091
0.010
0.785
0.483
0.179
0.070
0.017
0.091
0.010
0.785
0.483
0.179
0.070
0.017
0.091
0.010
1.570
0.966
0.358
0.140
0.034
0.182
0.019
1.570
0.966
0.358
0.140
0.034
0.182
0.019
0.785
0.483
0.179
0.070
0.017
0.091
0.010
15,395,500.00
5,365,224.00
410,965,650.00
0.025
0.009
0.670
0.670
24,142,500.00
22,862,317.50
77,272,460.10
20,140,461.75
39,915,085.50
52,571,268.60
702,720,000.00
241,628,400.00
9,172,500.00
147,375,000.00
3,948,750.00
0.039
0.037
0.126
0.033
0.065
0.086
1.145
0.394
0.015
0.240
0.006
61,361,698,188.52 PLAN PROGRESS
6,136,169,818.85 PLAN COMMULATIVE
Grand Total
67,497,868,007.37
Round
67,497,868,000.00
PERCENTAGE (%)
2.692
0.589
2.692
0.589
2.692
0.589
0.967
0.032
0.034
0.048
0.161
0.967
0.032
0.034
0.048
0.161
0.967
0.032
0.034
0.048
0.161
0.967
0.032
0.034
0.048
0.161
0.967
0.032
0.034
0.048
0.161
0.091
0.059
0.095
0.091
0.059
0.095
0.091
0.059
0.095
0.045
0.029
0.047
0.045
0.029
0.047
0.785
0.483
0.179
0.070
0.017
0.091
0.010
0.785
0.483
0.179
0.070
0.017
0.091
0.010
0.967
0.032
0.034
0.048
0.161
2.692
0.589
0.025
0.009
0.013
0.012
0.042
0.011
0.022
0.029
0.382
0.131
0.005
0.080
0.002
0.013
0.012
0.042
0.011
0.022
0.029
0.382
0.131
0.005
0.080
0.002
0.013
0.012
0.042
0.011
0.022
0.029
0.382
0.131
0.005
0.080
0.002
0.758
0.758
0.811
0.811
0.811
3.281
3.281
3.281
3.281
6.089
6.089
6.931
9.235
6.862
9.313
9.357
9.357
7.723
3.359
3.121
1.486
1.364
1.364
1.242
0.034
0.758
1.516
2.326
3.137
3.948
7.230
10.511
13.792
17.074
23.162
29.251
36.182
45.417
52.279
61.592
70.950
80.307
88.030
91.389
94.510
95.996
97.360
98.724
99.966
100.000
0.758 %
1.516 %
2.326 %
3.137 %
3.948 %
7.230 %
10.511 %
13.792 %
17.074 %
23.162 %
29.251 %
36.182 %
45.417 %
52.279 %
61.592 %
70.950 %
80.307 %
88.030 %
91.389 %
94.510 %
95.996 %
97.360 %
98.724 %
99.966 %
100.000 %
Submitted by :
Contractor
PT. Dutaraya Dinametro
Ir. Hanura
Project Manager