8/9/2019 Kurva S Amandemen-2

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ProjectName : Dredging and EmbankmentofCideng -ThamrinDrain Sub-ProjectJUFMP-3

Con tra cto r : P T. D UT ARAYA DI NAM ET RO

C on tr ac t No . : H K. 02 .0 3/ JU FM P- FS K/ XI /1

Date : 15 November 2013

A me ne dm en ts -1 : 1 9 M ar et 2 01 4

Day : 7 30 Days

QUANTITY RATE AMOUNT

  (Rp ) ( Rp )

A. GENERAL ITEM

101 Preparation Works lump sum 1.00  930,000,000.00  930,000,000.00  1.516  0.758  0.758 

103 Temporary Cofferdam with Dewatering lump sum 1.00  332,475,000.00  332,475,000.00  0.542  0.181  0.181  0.181 

104 Dutch Cone Penetration Test (DCPT) point 130.00  186,000.00  24,180,000.00  0.039  0.013  0.013  0.013 

105 Exploratory Boring m 2,290.00  268,770.00  615,483,300.00  1.003  0.334  0.334  0.334 106 Standard Penetration Test (SPT) times 1,422.00  97,650.00  138,858,300.00  0.226  0.075  0.075  0.075 

107 Unconfined Compression Test sample 131.00  267,375.00  35,026,125.00  0.057  0.019  0.019  0.019 

108 UU Triaxial Compression Test sample 131.00  267,375.00  35,026,125.00  0.057  0.019  0.019  0.019 

109 CU Triaxial Compression Test sample 131.00  267,375.00  35,026,125.00  0.057  0.019  0.019  0.019 

110 Undisturbed Sampling from Core Boring sample 131.00  182,280.00  23,878,680.00  0.039  0.013  0.013  0.013 

111 Consolidation Test for Sample Soil from Boring sample 131.00  213,900.00  28,020,900.00  0.046  0.015  0.015  0.015 

112 Physical Test of Sample Soil from Boring sample 604.00  372,000.00  224,688,000.00  0.366  0.122  0.122  0.122 

113 Environment Monitoring and Management lump sum 1.00  139,500,000.00  139,500,000.00  0.227  0.114  0.114 

115 GPS V ehicle Tracking (Monitoring System) +Server set 35.00  4,185,000.00  146,475,000.00  0.239  0.239 

B. DREDGING WORKS

201 Dredging and Disposal m³ 44,301.00  80,384.00  3,561,091,584.00  5.803  0.967  0.967  0.967  0.967  0.967  0.967 

203 Excavated Garbage with hauling distance 20 - 30 km m³ 810.00  143,816.00  116,490,960.00  0.190  0.032  0.032  0.032  0.032  0.032  0.032 

204 Equipment for Water Injection hour 871.00  144,205.70  125,603,163.10  0.205  0.034  0.034  0.034  0.034  0.034  0.034 

205 Rent of Equipment for Spreading on Dumping Area hour 284.00  625,866.80  177,746,170.84  0.290  0.048  0.048  0.048  0.048  0.048  0.048 

Manual Dredging and Disposal m³ 4,112.72  143,816.00  591,474,939.52  0.964  0.161  0.161  0.161  0.161  0.161  0.161 

D. CONCRETE WORKS

221 Concrete Type-A m³ 898.80  804,670.00  723,237,396.00  1.179  0.091  0.091  0.091  0.091  0.091  0.091  0.091  0.091  0.091  0.091  0.091  0.091  0.045  0.045 

222 Formwork Type-A m² 4,066.00  115,253.00  468,618,698.00  0.764  0.059  0.059  0.059  0.059  0.059  0.059  0.059  0.059  0.059  0.059  0.059  0.059  0.029  0.029 

224 Reinforcement Bar, Deformed ton 57.85  13,077,430.00  756,529,325.50  1.233  0.095  0.095  0.095  0.095  0.095  0.095  0.095  0.095  0.095  0.095  0.095  0.095  0.047  0.047 

E . PI LL ING WORK S I L =1 4 M'

231 Furnishing of Corrugated Pre-Stress C oncrete Pile W.325 m 8,433.00  783,511.00  6,607,348,263.00  10.768  2.692  2.692  2.692  2.692 

232 Driving of Corrugated Pre-Stress Concrete Pile W.325 m 8,433.00  171,550.00  1,446,681,150.00  2.358  0.589  0.589  0.589  0.589 

F . PI LL ING WORK S II L= 16 M '

Fu rn is hi ng of Cor ru ga ted P re- St ress C onc ret e Pi le W. 35 0 m 2 4, 60 8. 00  976,000.00  24,017,408,000.00  39.141  4.349  4.349  4.349  4.349  2.759  5.939  4.349  4.349  4.349 

Dri vi ng of Corrugat ed Pre-St ress C oncret ePil eW.350 m 24,608.00  335,595.00  8,258,321,760.00  13.458  1.495  1.495  1.495  1.495  1.495  1.495  1.495  1.495  1.495 

G . P IL LI NG W OR KS I I I ( Un de r t he B ri dg e)

Furnishing of Medium Stell Pipe Ø6" m 18,960.00  254,000.00  4,815,840,000.00  7.848  0.785  0.785  0.785  1.570  1.570  0.785  0.785  0.785 

Driving of Pile Pipe Ø6" m 18,960.00  156,300.00  2,963,448,000.00  4.829  0.483  0.483  0.483  0.966  0.966  0.483  0.483  0.483 

Precast 1.5 x 0.4 x 0.10 m pcs 3,160.00  347,500.00  1,098,100,000.00  1.790  0.179  0.179  0.179  0.358  0.358  0.179  0.179  0.179 

Concrete Type-A m³ 533.96  804,670.00  429,661,593.20  0.700  0.070  0.070  0.070  0.140  0.140  0.070  0.070  0.070 

Formwork Type-A m² 900.60  115,253.00  103,796,851.80  0.169  0.017  0.017  0.017  0.034  0.034  0.017  0.017  0.017 

Reinforcement Bar, Deformed ton 42.77  13,077,430.00  559,321,681.10  0.912  0.091  0.091  0.091  0.182  0.182  0.091  0.091  0.091 

Stell Plate 4mm ton 4.31  13,658,000.00  58,865,980.00  0.096  0.010  0.010  0.010  0.019  0.019  0.010  0.010  0.010 

H. MI SCE LL ANE OUS W ORKS

241 Demolition and Disposal E xisting Concrete m³ 50.00  307,910.00  15,395,500.00  0.025  0.025 

242 Demolition and Disposal Existing Stone Masonry m³ 54.00  99,356.00  5,365,224.00  0.009  0.009 

Demolition Existing Concrete under water m³ 344.25  1,193,800.00  410,965,650.00  0.670  0.670 

I . RE PAIR PI LE E XI ST ING 45 M'

Manual Excavation m³ 225.00  107,300.00  24,142,500.00  0.039  0.013  0.013  0.013 

Demolition and Disposal Existing Concrete m³ 74.25  307,910.00  22,862,317.50  0.037  0.012  0.012  0.012 

Concrete Type-A m³ 96.03  804,670.00  77,272,460.10  0.126  0.042  0.042  0.042 

Formwork Type-A m² 174.75  115,253.00  20,140,461.75  0.033  0.011  0.011  0.011 

Formwork Type-B m² 310.50  128,551.00  39,915,085.50  0.065  0.022  0.022  0.022 

Reinforcement Bar, Deformed ton 4.02  13,077,430.00  52,571,268.60  0.086  0.029  0.029  0.029 

Furnishing of Corrugated Pre-Stress C oncret ePile W.350 m' 720.00  976,000.00  702,720,000.00  1.145  0.382  0.382  0.382 

Driving of Corrugated Pre-Stress Concrete Pile W.350 m' 720.00  335,595.00  241,628,400.00  0.394  0.131  0.131  0.131 

Logging the Tree tree 25.00  366,900.00  9,172,500.00  0.015  0.005  0.005  0.005 

Replace the Tree tree 250.00  589,500.00  147,375,000.00  0.240  0.080  0.080  0.080 

Manual Stuffing Soil m³ 112.50  35,100.00  3,948,750.00  0.006  0.002  0.002  0.002 

Total 61,361,698,188.52  PLANPROGRESS 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 

inc. PPN10 % 6,136,169,818.85  PLANCOMMULATIVE 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 

Grand Total 67,497,868,007.37 

Round 67,497,868,000.00 

PERCENTAGE (%) 0 .7 58 % 1 .5 16 % 2 .3 26 % 3 .1 37 % 3 .9 48 % 7 .2 30 % 1 0. 51 1 % 1 3. 79 2 % 1 7. 07 4 % 2 3. 16 2 % 2 9. 25 1 % 3 6. 18 2 % 4 5. 41 7 % 5 2. 27 9 % 6 1. 59 2 % 7 0. 95 0 % 8 0. 30 7 % 8 8. 03 0 % 9 1. 38 9 % 9 4. 51 0 % 9 5. 99 6 % 9 7. 36 0 % 9 8. 72 4 % 9 9. 96 6 % 1 00 .0 00 %

 

TIME SCHEDULE AMANDEMEN 2

MINISTRYOFPUBLIC WORKS

DIRECTORATE GENERAL OF HUMANSETTLEMENTS

SATUANKERJAPENGEMBANGANPENYEHATANLINGKUNGANPERMUKIMAN

NO DESCRIPTION UNIT

AMENDMENTS2

WEIGHTNOV

2013 2014 2015

NOV DEC JAN FEB MAR APR MAY JUN JUL AUG SEP OCT OCT NOVJUN JUL AUG SEPDEC JAN FEB MAR APR MAY

Submitted by :Contractor 

PT. Dutaraya Dinametro

Ir. Hanura

Project Manager