actual cost kck infra after deduction-final 030310

8/3/2019 Actual Cost KCK Infra After Deduction-final 030310

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FIBER INFRASTRUCTUREPROJECT

SECTOR KUALA CINAKU

2009


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Avr. Thickness(M)

Quantity(M

3)

Thickness(M)

Quantity(M

3)

Avr. Thickness(M)

Quan(M

0.25 2,623.21 0.20 2,098.56 0.49 4,86

0.25 4,314.96 0.40 6,903.94 0.64 8,82

0.50 6,938.17 0.60 9,002.50 1.13 13,69

Road KM 0 ~ KM 5 (Excl. Sinking Area)

0.25 9,900.00 0.25 9,900.00 0.59 23,24

0.25 10,500.00 0.25 10,500.00 0.28 12,15

0.500 20,400.00 0.500 20,400.00 0.865 35,40

Sinking Area (150 M) - KM 3+025 ~ 3+175

0.25 309.38 0.25 309.38 0.19 23

0.25 328.13 0.25 328.13 1.79 2,34

0.500 637.50 0.500 637.50 1.975 2,57

TPK KM 0 ~ KM 5 (TPK #1 & TPK #2)

0.25 612.50 0.25 612.50 0.36 1,16

0.25 637.50 0.25 637.50 0.31 1,05

0.500 1,250.00 0.500 1,250.00 0.671 2,2

0.25 13,676.44 0.20 10,941.15 0.27 14,0

0.25 14,505.31 0.40 23,208.50 0.45 24,57

0.500 28,181.75 0.600 34,149.65 0.717 38,58

TPK KM 5 ~ KM 11.7 (TPK#3, #4 & #5)

0.25 1,255.63 0.60 3,013.50 0.26 1,76

QW

Total

GS

Total

INFRASTRUCTURE WORKS AT KUAL

JUSTIFICATION SUMMARY FOR COMPACT

3

Budget Design Construction Design Core Test Result

NO.

QW

Description

Jetty

GS

QW

1

GS

Total

4

Road KM 5 ~ KM 11.

QW

GS

Total

2

QW

GS

Total

QW


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Avr. Thickness

(M)

Quantity

(M3)

Thickness

(M)

Quantity

(M3)

Avr. Thickness

(M)

Qua

(M

Budget Design Construction Design Core Test Resul

NO. Description

0.25 1,306.88 - - 0.51 3,

0.500 2,562.50 0.600 3,013.50 0.777 5,

0.60 11,880.00 0.60 11,880.00 0.67 14,4

- - - - -

0.600 11,880.00 0.600 11,880.00 0.670 14,4

- - - - 0.70

- - - - -

- - - - 0.700 2

6

QW

GS

Total

TPK #6

GS

Total

7

Stud Road

QW

GS

Total


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INFRASTRUCTURE WORKS AT KUALA CINAKUFINALIZATION OF ACTUAL COST

1st

Discussion on 12-12-2009, at RF Office

SRL : Roberto Marucut, Mariani Damanik, M. Yusri Rahmalis

IKBB : Irwan Rizaldi, M. Iskandar, Bambang H.S.

1) Format actual cost, ok.

2) To provide all GRN for QW & GS.

3) To use loose factor based on GRN vs Core Test Result.

4) To calculate constructed / backfilled peat dam only.

To calculate peat shaping & over flow canal only for unconstruted peat dam.

2nd


SRL : Roberto Marucut, Mariani Damanik, M. Yusri Rahmalis

IKBB : Irwan Rizaldi, Ferry Gunawan Bangun, Bambang H.S.

1) To check shipment quantity for Geotextile TS 20.

2) Actual installed quantity for Geotextile & Geogrid include loose factor.

3) All HE Charges to change with quantity charges.

4) Idle time charges in canal to sign by Pak Sailal & in Road by Pak Ardi.

3rd


SRL : Mariani Damanik, Ardi, M. Yusri Rahmalis

IKBB : Ferry Gunawan Bangun, Bambang H.S.

1) All back-up quantity checked & verified by Pak Ardi.

2) All docket checked & corrected by team.

3) To split HE charge into BU cost (Canal Cleaning & BU Scope), SEB cost, PTI cost & additional cost.

4th


SRL : Mariani Damanik, Yusri Rahmalis

IKBB : Ferry Gunawan Bangun, Endy H. Saputra, Bambang H.S.

1) To prepare a file for presentation of actual cost.

Justification QW & GS from KM 5 to 12 incl. TPK #6

Idle t ime charges with full details (Map & scenario) 1 sheet Cost ok. Map ?

1 sheet ok

ok

Balance job - 8.6 B : Stud Road & TPK #6

KM 0 to 5 excl. Sinking (Split)

1 sheet

To prepare justification sheet for all.


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INFRASTRUCTURE WORKS AT KUALA CINAKUMATERIAL RECEIPT DETAILS

No. Supplier Shipment Received dateReceived Quantity

(M3)

No. Supplier ShipmentReceived

date

Receiv

Quantity

1 SEB #2-a 14-Mar-09 1,169.75 1 SEB #1 8-Mar-09 4

2 SEB #5-a 25-Mar-09 1,184.40 2 SEB #3-a 19-Mar-09 1,1

3 SEB #7-a 29-Mar-09 1,369.15 3 SEB #4-a 23-Mar-09 8

4 SEB #1 30-Apr-09 1,433.18 4 SEB #6-a 26-Mar-09 8

5 SEB #2 30-Apr-09 1,366.68 5 SPD #3 6-May-09 1,4

6 SEB #4 5-May-09 2,219.66 6 SEB #14 20-May-09 1,4

7 SEB #5 5-May-09 1,867.08 7 SEB #16 23-May-09 1,1

8 SEB #6 6-May-09 1,725.74 8 SEB #18 25-May-09 2,0

9 SEB #7 7-May-09 1,426.24 9 SEB #20 29-May-09 1,9

10 SEB #8 9-May-09 1,463.09 10 SPD #21 29-May-09 1,3

11 SPD #9 8-May-09 814.33 11 SEB #22 30-May-09 1,6

12 SPD #10 9-May-09 845.62 12 SEB #23 3-Jun-09 1,9

13 SEB #11 16-May-09 1,820.28 13 SPD #24 3-Jun-09 1,1

14 SEB #12 19-May-09 1,882.80 14 SPD #26 6-Jun-09 2,2

15 SPD #13 19-May-09 914.31 15 SEB #27 6-Jun-09 2,0

16 SPD #15 20-May-09 700.04 16 SEB #33 11-Jun-09 1,9

17 SPD #17 21-May-09 1,159.80 17 SEB #40 20-Jun-09 2,1

18 SPD #19 25-May-09 930.38 18 SEB #42 23-Jun-09 1,6

19 SPD #25 4-Jun-09 1,340.51 19 SPD #43 28-Jun-09 1,1

20 SPD #28 6-Jun-09 1,098.08 20 SEB #44 29-Jun-09 1,9

21 SPD #29 8-Jun-09 1,949.54 21 SPD #45 1-Jul-09 1,4

22 SPD #30 8-Jun-09 916.67 22 SPD #47 5-Jul-09 1,8

23 SPD #31 10-Jun-09 1,554.82 23 SPD #48 7-Jul-09 1,2

24 SEB #32 14-Jun-09 1,830.73 24 SPD #49 10-Jul-09 1,3

25 SPD #34 15-Jun-09 931.79 25 SPD #52 13-Jul-09 1,5

26 SEB #35 15-Jun-09 1,460.75 26 SPD #53 16-Jul-09 8

27 SEB #36 15-Jun-09 1,514.21 27 SPD #54 17-Jul-09 1,4

28 SPD #37 17-Jun-09 1,950.44 28 SPD #55 20-Jul-09 2,3

29 SPD #38 17-Jun-09 1,333.55 29 SPD #57 21-Jul-09 1,5

30 SEB #39 19-Jun-09 1,956.70 30 SPD #58 23-Jul-09 1,7

31 SEB #41 21-Jun-09 1,860.64 31 SPD #61 27-Jul-09 1,1

32 SPD #46 2-Jul-09 1,929.09 32 SPD #62 30-Jul-09 1,2

33 SPD #50 10-Jul-09 1,949.52 33 SPD #63 31-Jul-09 9

34 SPD #51 12-Jul-09 873.15 34 SPD #64 3-Aug-09 1,2

35 SPD #56 20-Jul-09 1,981.31 35 SPD #65 3-Aug-09 2,0

36 SPD #59 25-Jul-09 1,438.56 36 SPD #66 5-Aug-09 1,1

37 SPD #60 27-Jul-09 1,952.54 37 SPD #68 8-Aug-09 1,5

QUARRY WASTE GRANULAR SOIL


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No. Supplier Shipment Received dateReceived Quantity

(M3)

No. Supplier ShipmentReceived

date

Receive

Quantity (

QUARRY WASTE GRANULAR SOIL

40 SPD #76 21-Aug-09 1,810.23 40 SPD #71 12-Aug-09 1,59

41 SEB #77 23-Aug-09 977.01 41 SEB #72 15-Aug-09 1,89

42 SEB #80 1-Sep-09 1,625.42 42 SPD #73 19-Aug-09 1,76

43 SEB #81 2-Sep-09 1,187.23 43 SEB #75 20-Aug-09 1,42

44 SEB #83 6-Sep-09 529.71 44 SEB #78 25-Aug-09 1,71

45 SEB #85 19-Sep-09 1,919.22 45 SEB #79 28-Aug-09 75

46 SEB #86 2-Oct-09 1,433.11 46 SEB #82 5-Sep-09 1,05

47 SEB #87 3-Oct-09 1,490.55 47 SEB #84 11-Sep-09 1,56

48 SEB #88 5-Oct-09 1,438.56 48 SEB #91 16-Oct-09 96

49 SEB #89 10-Oct-09 1,468.00

50 SEB #90 13-Oct-09 1,374.85

51 SEB #92 17-Oct-09 1,429.68

52 SPD #93 18-Oct-09 1,888.21

53 SEB #94 20-Oct-09 1,386.62

54 SEB #95 21-Oct-09 1,590.32

55 SEB #96 25-Oct-09 975.64

56 SEB #97 27-Oct-09 1,508.90

57 SEB #98 29-Oct-09 1,219.54

58 SEB #99 1-Nov-09 1,844.65

59 SEB #100 2-Nov-09 1,403.46

85,475.55 70,91

85,475.55 70,91

25,642,663,800.00 15,245,690

Total Total


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No. PO # GRN # GRN DateQuantity

(M2)


(M2)

GRN0013 18-Mar-09 16,000.00 1 PC5213 GRN0020 3-Apr-09 22,880.00

GRN0018 1-Apr-09 8,800.00 2 PC5294 GRN0069 25-May-09 39,000.00

GRN0069 25-May-09 32,000.00 GRN0117 13-Jul-09 8,320.00

GRN0104 18-Jun-09 15,600.00 GRN0152 21-Jul-09 22,360.00

GRN0117 13-Jul-09 10,000.00 4 PC5380 GRN0116 13-Jul-09 12,480.00

GRN0151 21-Jul-09 16,800.00 5 PC5418 GRN0203 16-Sep-09 11,440.00

GRN0155 23-Jul-09 3,600.00 6 PC5420 GRN0223 3-Nov-09 3,120.00

4 PC5380 GRN0116 13-Jul-09 22,000.00

5 PC5418 GRN0203 16-Sep-09 10,400.00

6 PC5420 GRN0223 3-Nov-09 7,600.00

7 ?

142,800.00 119,600.00

3

Supplied by Owner

GEOGRID

PC5213

PC5294

PC5377

GEOTEXTILE

PC53773

TotalTotal

1

2


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(M2)No. PO # GRN # GRN Date

Quantity

(M2)

GEOGRIDGEOTEXTILE

Page 9 of 3


10/73

GRN CompactedCompacted x

Loose FactorGRN Compacted

Com

Loo

1 Jetty 4,868.20 6,117.92 8,824.87 2 Project Facilities 28.19 35.42 -

3 Parking Area 476.30 598.57 801.39

4 Road Incl. Passing Lane 37,744.26 47,433.61 39,404.73

5 TPK 17,383.63 21,846.19 5,167.57

6 Addit ional works :

a) Site preparation for weigh bridge 432.59 543.64 949.63

b) Site preparation for temporary houses - - 3,013.98

7 Material Supply 8,900.19

Total 85,475.55 60,933.16 70,910.19 58,162.17

Loose Factor (GRN vs Core Test Result)

Quarry Waste (M3)

70,910.19

1.2685,475.55

1.20

INFRASTRUCTURE WORKS AT KUALA CINAKU

Actual Compaction Factor

Quantity

DescriptionNo. Granular Soil (M3)

85,475.55

71833575.xls.ms_office Page 10 of 73


11/73

Contract Amount Actual Amount

Material LaborTotal

(1)Material Labor

Total

(2)

I Preliminaries - 2,136,520,811 2,136,520,811 - 1,696,882,910 1,696,882,910

II Construction 50,767,299,401 28,298,528,243 79,065,827,644 42,896,418,202 25,226,602,122 68,123,020,3241 Construction works for Jetty 2,616,998,784 2,519,111,074 5,136,109,858 4,351,757,229 2,383,410,245 6,735,167,474

2 Access Road & Backfilling for Weigh Bridge 297,830,994 130,176,256 428,007,250 433,616,118 136,024,536 569,640,654

3 Construction works for Project Facilities 10,562,436 35,538,172 46,100,608 107,811,938 93,739,950 201,551,888

4 Construction works for Parking Area 719,171,545 176,062,748 895,234,292 408,195,394 137,566,960 545,762,353

5Construction works for Road Include Passing Lane

& Stud Road36,525,141,660 10,192,986,790 46,718,128,450 29,049,193,465 7,510,584,389 36,559,777,854

6 Construction works for TPK 9,842,223,983 3,398,560,665 13,240,784,648 8,393,384,059 2,537,599,143 10,930,983,202

7 Construction works for Aramco 755,370,000 237,600,000 992,970,000 152,460,000 70,468,175 222,928,175

8 Construction works for Canal - 10,503,972,539 10,503,972,539 - 11,557,273,951 11,557,273,951

9 Construction Work for Peat Dams - 625,000,000 625,000,000 - 396,783,073 396,783,073

10 Stand by Time Charges - 479,520,000 479,520,000 - 403,151,700 403,151,700

III Others - - - 4,417,828,804 457,742,224 4,875,571,029

1 Access Road & Backfilling for Housing 937,816,804 326,280,424 1,264,097,229

2 Material handed over to Maintenance 3,480,012,000 - 3,480,012,000

3 HE Supplies to Owner - 131,461,800 131,461,800

IV Engineering, Supervision & Site Management - 1,505,293,802 1,505,293,802

1 Engineering By Owner

2 Supervision (Feb '09 - Dec '09) - 1,505,293,802 1,505,293,802

Sub Total 50,767,299,401 30,435,049,054 81,202,348,455 47,314,247,006 28,886,521,058 76,200,768,064

PTI Cost (5%) 4,060,117,423 618,146,488

Total 85,262,465,877 76,818,914,552

BU Cost 3,697,569,105 -

Grand Total 88,960,034,982 76,818,914,552

Additional QW for backfilling access road & base for housing 1,392,000,000 - 1,392,000,000

Deduction based on contractor final settlement by PTI for selected items (757,900,091)

Total 88,960,034,982 77,453,014,461

Note : 11) The above price is excluding Taxes.

Note : 12) Exchange rate considered : 1 USD = 9,830 IDR (Capex rate) USD 7,879,248.67

INFRASTRUCTURE WORKS AT KUALA CINAKUACTUAL COST (IDR)

DescriptionNo.

Sheet #2


12/73

Contract Actual

1.

Mobilization of all personnel, plants and any other

required equipment and materials to carry out the workand to maintain them till ob com letion. 854,608,324 1,038,254,430

2.

Establish and maintain during the entire period of stay

at site Contractors' all temporary facilities such as

office, worksho , fabrication area, store, sanitar

534,130,203 391,095,200

3.

Demobilization of all personnel, plant and equipment

and materials upon completion of the works, with the

a roval from the En ineer

427,304,162 152,876,160

4.

Removal of all contractor's temporary facilities after

completion of the works and make the complete area

clean before leaving the site, with the approval from

the En ineer

320,478,122 114,657,120

Grand Total 2,136,520,811 1,696,882,910

INFRASTRUCTURE WORKS AT KUALA CINAKUPRELIMINARIES

Actual Cost

NO. DESCRIPTIONAMOUNT (IDR)

REMARKS

Sheet #3


13/73

UNIT RATE

Contract Actual ( IDR ) Contract

A. JETTY CONSTRUCTION

1. Land Clearing Ha 4.41 6.10 5,400,000 23,801,580 3

2. Jetty Excavation M 34,200.00 9,100.70 9,950 340,290,000 9

3. Dredging M 9,613.06 7,831.06 100,900 969,957,754 79

4. Cerocok Vertical M' 13,448.00 13,046.00 12,600 169,444,800 16

5. Wooden Anchor dia. 225 mm x 10 m. long M' 428.00 928.00 20,000 8,560,000

6. Cerocok Horizontal Average M' 1,147.60 504.00 8,500 9,754,600

7. Geotextile Non Woven TS 20 f or backside of cero M - 1,008.00 3,500 -

8. a. Steel Wire Rope dia. 1" M 4,089.90 1,294.00 5,000 20,449,500

b. Steel Wire Rope, 10 mm diameter M 744.00 - 5,000 3,720,000

9. Cable Clamp Nos 332.00 352.00 1,500 498,000

10. Jetty Road ; -

a. Hauling Hog M3 1,560.00 - 3,500 5,460,000

b. Dry Peat Shaping / Filling Ex Dredging M 11,447.67 8,849.00 4,800 54,948,792 4

c. Gambangan M 6,402.80 6,165.00 10,800 69,150,240 6

d. Peat Filling M 10,091.67 6,165.00 4,000 40,366,660 2

e. Geogrid GX 40/40 ( Sz. 5.2 x 100 / Roll ) M - 227.52 3,000 -

f. Geotextile Non Woven TS 70 ( Sz. 4 x 100 m' / M 10,091.67 6,981.00 3,500 35,320,828 2

g. Compacted Material ( Including turning points) M -

- Quarry Waste M 4,868.20 75,050 36

- Soil Embankment ( Granular Soil ) M 8,824.87 75,050 66

11. Peat Dam Unit 4.00 Incl. Canal 25,000,000 100,000,000

12. Existing truck tire for barge fender Ea 180.00 - Incl. -

13. Cutting wood pile M 194.88 194.88 25,000 4,872,000

M 5,760.00 - 14,840 85,478,400

M - 1,810.00 44,555 - 8

Total - A 2,519,111,074 2,38

B. MATERIAL COST

1. Gambangan M - - By Owner 68,220,811 By

2. Geogrid GX 40/40 ( Sz. 5.2 x 100 / Roll ) M - 241.17 24,000 -

3. Geotextile Non Woven TS 70 ( Sz. 4 x 100 m' / R M 10,364.71 7,190.43 15,400 159,616,610 1

4. Geotextile Non Woven TS 20 M - 1,038.24 8,500 -

3. Quarry Waste M 3,580.68 6,117.92 300,000 1,074,202,833 1,83

4. Soil Embankment ( Granular Soil ) M 5,889.92 10,612.99 215,000 1,266,333,168 2,28

5. Cerocok Horizontal + Vertikal M - - By Owner 12,025,361 By

6. - Steel Wire Rope dia. 1" M' - - Excess Mat. -

- Steel Wire Rope dia. 1" (Material only) M' - 1,358.70 60,000 - 8

7. Cable Clamp Ea 488.00 369.60 75,000 36,600,000 2

8. Wooden Anchor dia. 225 mm x 10 m. long M - - By Owner -

9. Existing truck tire for barge fender Ea - - Excess Mat. -

Total - B 2,616,998,784 4,35

Grand Total 5,136,109,858 6,73

AMOUNT (ID

7,688.71 577,037,920

QUANTITY

14. Hauling hog from KM 6 to Jetty

INFRASTRUCTURE WORKS AT KUALA CINAKUCONSTRUCTION WORKS FOR JETTY

Actual Cost

NO. DESCRIPTION UNIT

Sheet #4


14/73

No. Area (Ha) Remarks

1 6.10

6.10

No. Volume (M3

) Remarks1 9,100.70

9,100.70

No. Volume (M3) Remarks

1 7,831.06

7,831.06

No. Diameter (M) Length per each (M) Total (M) Remarks

1 0.30 12 5,880.00

2 0.30 10 4,500.00

3 0.30 10 230.004 0.35 12 2,436.00

13,046.00

No. Nos. Length per each (M) Total (M) Remarks

1 51.00 10 510.00

2 6.00 12 72.00

3 25.00 10 250.00

4 8.00 12 96.00

928.00

No. Nos. Length per each (M) Total (M) Remarks1 42.00 12 504.00 Double

504.00

No. Length (M) Width (M) Area (M2) Remarks

1 252 4 1,008.00

1,008.00

No. Length (M) Remarks

1 1,294.00

1,294.00

No. Nos. Remarks

1 352.00

352.00


1 366 15 5,490.00

2 65 12 780.00

3 43 5 215.00

4 65 24 1,560.00 2 line

5 15 16 240.00 2 line

6 564.00

7 include in Stock Pile

Widening road

Peat Shaping at Jetty Area

Total

Area 1

Area 5

Horizontal

Description

Total

Cable clamp

Dredging

Total

Total

Cerocok (RM)

Total

Excavation

DescriptionExcavation

Total

Wooden anchor

Cerocok (RM)

Vertical

Total

71

Vertical

147

135

Description

INFRASTRUCTURE WORKS AT KUALA CINAKUJETTY CONSTRUCTION DETAILS

Land Clearing

Dredging by Long Arm Excavator

Area (M2)

61,048

Steel Wire

Description

Steel Wire

Total

Cable Clamp

Description

Cerocok Vertikal

Geotextile - TS 20

Description

Horizontal

Total

Backside of cerocok

Cerocok Horizontal

Cerocok (RM)

7

Area 2

Area 3

Area 4

Area 6
http://../Bambang_hs/Local%20Settings/Temporary%20Internet%20Files/Supporting%20Detail/Detail%20Jetty.xls


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INFRASTRUCTURE WORKS AT KUALA CINAKUJETTY CONSTRUCTION DETAILS


1 0 + 000 ~ 0 - 055 55 12 660.00

2 0 + 000 ~ 0 + 055 55 12 660.00

3 0 + 055 ~ 0 + 266 211 10 2,110.00

4 0 + 000 ~ 0 + 043 43 5 215.00 Section 1

5 0 + 020 ~ 0 + 065 45 12 540.006 0 + 000 ~ 0 + 053 53 12 636.00

7 0 + 000 ~ 0 + 015 15 10 150.00 Section 3

8 0 + 000 ~ 0 + 015 15 10 150.00 Section 3A

9 16 15 240.00 Section 4

10 16 15 240.00 Section 5

11 141 4 564.00 Additional works

6,165.00


25 8 200.00

16 R = 8 27.52

227.52


1 0 + 000 ~ 0 + 043 43 5 215.00 Section 1

2 0 + 000 ~ 0 + 065 65 12 780.00 Section 2

3 0 + 000 ~ 0 + 016 16 8 128.00 Section 3

4 0 + 000 ~ 0 + 016 16 8 128.00 Section 3A

5 0 + 000 ~ 0 + 060 60 12 720.00 Section 4

6 0 + 000 ~ 0 + 053 53 12 636.00 Section 5

7 0 + 000 ~ 0 - 075 75 12 900.00 Section 6

8 0 + 000 ~ 0 + 141 141 14 1,974.00 Section 7

9 0 + 141 ~ 0 + 291 150 10 1,500.00 Section 8

6,981.00

No. Area Avg. Width (M) QW (M3) GS (M

3) Total (M

3)

1 Area 1.1 12 644.65 2,502.04 3,146.68

2 Area 1.2.1 16 916.92 842.57 1,759.49

3 Area 1.2.2 8 308.04 877.30 1,185.34

4 Area 2 6 - 75.86 75.86

5 Area 3 10 639.05 - 639.05

6 Area 4 8 - 133.69 133.69

7 Area 5 8 - 188.57 188.57

8 Area 6 12 1,229.61 766.38 1,995.99

9 Area 7 12 875.31 2,009.49 2,884.80

10 Area 8 16 254.62 1,428.97 1,683.59

Total 4,868.20 8,824.87 13,693.07

No. Trip (M3) Remarks

1 1,810 By SBP

1,810

Back

Description

Total

Geogrid

Compacted Materials (as approved core test result)

1 0 + 266 ~ 0 + 291

Ramp door

Description

Description

Hauling Hog

141

Geotextile - TS 70

For backfilling of backside of U Jetty & widening Jetty Road (as per trip)

Gambangan

Description

Total

Ramp door

Section 23 layers

78

Total

Road widening

110

Total

65

50

Length (M)

646

65

16

16

62

43
http://../Bambang_hs/Local%20Settings/Temporary%20Internet%20Files/Supporting%20Detail/Detail%20Jetty.xls


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LOADING AND HAULING QUANTITY

1 DTT-136 21 Juni 2009 3 10 30.00 Hog2 DTT-136 09 Juli 2009 4 10 40.00 Hog3 DTT-136 13 Juli 2009 4 10 40.00 Hog4 DTT-136 26 Agustus 2009 4 10 40.00 Hog5 DTT-137 21 Juni 2009 4 10 40.00 Hog6 DTT-137 09 Juli 2009 3 10 30.00 Hog7 DTT-137 12 Juli 2009 4 10 40.00 Hog8 DTT-137 14 Juli 2009 2 10 20.00 Hog9 DTT-143 21 Juni 2009 4 10 40.00 Hog10 DTT-143 09 Juli 2009 3 10 30.00 Hog11 DTT-143 12 Juli 2009 3 10 30.00 Hog12 DTT-143 25 Agustus 2009 4 10 40.00 Hog13 DTT-143 26 Agustus 2009 4 10 40.00 Hog14 DTT-204 21 Juni 2009 2 10 20.00 Hog15 DTT-204 09 Juli 2009 3 10 30.00 Hog16 DTT-204 13 Juli 2009 6 10 60.00 Hog17 DTT-206 09 Juli 2009 3 10 30.00 Hog18 DTT-206 12 Juli 2009 5 10 50.00 Hog19 DTT-206 14 Juli 2009 2 10 20.00 Hog

20 DTT-207 09 Juli 2009 3 10 30.00 Hog21 DTT-207 13 Juli 2009 5 10 50.00 Hog22 DTT-208 21 Juni 2009 1 10 10.00 Hog23 DTT-208 03 Juli 2009 3 10 30.00 Hog24 DTT-208 13 Juli 2009 3 10 30.00 Hog25 DTT-209 21 Juni 2009 1 10 10.00 Hog26 DTT-209 03 Juli 2009 3 10 30.00 Hog27 DTT-209 12 Juli 2009 4 10 40.00 Hog28 DTT-209 14 Juli 2009 4 10 40.00 Hog29 DTT-218 03 Juli 2009 3 10 30.00 Hog30 DTT-218 09 Juli 2009 3 10 30.00 Hog31 DTT-218 12 Juli 2009 2 10 20.00 Hog32 DTT-218 14 Juli 2009 1 10 10.00 Hog33 DTT-222 21 Juni 2009 3 10 30.00 Hog34 DTT-222 03 Juli 2009 3 10 30.00 Hog35 DTT-222 09 Juli 2009 4 10 40.00 Hog

36 DTT-222 12 Juli 2009 3 10 30.00 Hog37 DTT-222 14 Juli 2009 3 10 30.00 Hog38 DTT-224 21 Juni 2009 1 10 10.00 Hog39 DTT-224 03 Juli 2009 7 10 70.00 Hog40 DTT-224 05 Juli 2009 7 10 70.00 Hog41 DTT-224 09 Juli 2009 3 10 30.00 Hog42 DTT-224 12 Juli 2009 4 10 40.00 Hog43 DTT-224 14 Juli 2009 2 10 20.00 Hog44 DTT-232 21 Juni 2009 1 10 10.00 Hog45 DTT-232 09 Juli 2009 3 10 30.00 Hog46 DTT-232 12 Juli 2009 4 10 40.00 Hog47 DTT-232 14 Juli 2009 2 10 20.00 Hog48 DTT-252 21 Juni 2009 2 10 20.00 Hog49 DTT-252 09 Juli 2009 3 10 30.00 Hog50 DTT-252 13 Juli 2009 6 10 60.00 Hog51 DTT-314 05 Juli 2009 10 10 100.00 Hog

52 DTT-314 09 Juli 2009 3 10 30.00 Hog53 DTT-314 13 Juli 2009 4 10 40.00 Hog

1,810.00

Note : Hauling/Estafet quantity is same as Loading quantity

Prepared by : Approved by :PT. IKBB RIAU FIBER

HOG FOR JETTY AREA

No Equipment Tanggal Type of Material

Total Volume Timbunan Hog 181

Jumlah Trip Bkt/trip Volume (Bkt x trip)


17/73

UNIT RATE

Contract Actual ( IDR ) Contract Actual

A. WEIGH BRIDGE BACKFILLING (KM 0 + 300 RS) Back up attached

1. Land Clearing Ha - - Incl. in Road Construction

2. Hauling hog M 6,574.40 Incl. Jetty 3,500 23,010,400 -

3. Dry Peat Shaping M 6,634.00 2,369.00 4,800 31,843,200 11,371,200

4. Gambangan M - 438.00 8,500 - 3,723,000 Appr. Road to WB

5. Geotextile Non Woven TS 70 M 1,512.00 1,575.00 3,500 5,292,000 5,512,500

6. Compacted Material

a. Quarry Waste M - 432.59 75,050 - 32,466,105

b. Soil Embankment ( Granular Soil ) M 933.12 949.63 75,050 70,030,656 71,269,732

7. HE Charges for setting of container, Hrs - 44.00 265,500 - 11,682,000 Tight schedule 10,0

support cutting pile (> 5 m),

excavation & backfilling foundation

Total - A 130,176,256 136,024,536 10,0

B. MATERIAL COST

1. Gambangan M - - By Owner - -


3. Compacted Material ;

a. Quarry waste M - 543.64 300,000 - 163,093,282

b. Soil Embankment ( Granular Soil ) M 1,273.71 1,142.05 215,000 273,847,650 245,540,185

Total - B 297,830,994 433,616,118

Grand Total 428,007,250 569,640,654 10,0

QUANTITY AMOUNT (IDR) PTI Sett

(IDR

INFRASTRUCTURE WORKS AT KUALA CINAKUSITE PREPARATION FOR WEIGH BRIDGE

Actual Cost

REMARKSNO. DESCRIPTION UNIT

Sheet #5


18/73

No. Area (M2) Remarks

1 1,386.00 Drawing attached

2 308.00

3 675.00

2,369.00


1 166.00 Drawing attached

2 272.00

438.00


1 1,275.00 Drawing attached



1,575.00

No. QW (M3) GS (M

3) Total (M

3) Remarks

1 216.35 - 216.35

2 - 909.50 909.50

3 216.24 - 216.24

4 - 40.13 40.13

432.59 949.63 1,382.22

Ramp Area (LS)

Ramp Area (RS)

Total

INFRASTRUCTURE WORKS AT KUALA CINAKUWEIGH BRIDGE SITE PREPARATION DETAILS

Dry Peat Shaping

Total

Total

Geotextile Installation

WB area

Description

Area 1

Area 2

Area 3

Description

Gambangan Installation

Area 1

Area 2

Description


Description

Total

Backfilling for ramp

Finishing for ramp

Foundation backfilling

Backfilling for WB
http://../Bambang_hs/Local%20Settings/Temporary%20Internet%20Files/Supporting%20Detail/Detail%20WB.xls


19/73

UNIT RATEContract Final ( IDR ) Contract Actual

A. PROJECT FACILITIES

1. Heli Pad ;

a. Land Clearing Ha 1.00 - 5,400,000 5,400,000 Incl. in Jetty land clearing

b. Peat Shaping M 70.00 - 4,800 336,000 Incl. in Stock Pile

c. Gambangan M 49.00 - 10,800 529,200 -

d. Peat Filling M 49.00 - 4,000 196,000 -

e. Geotextile Non Woven TS 70 M 49.00 - 3,500 171,500 -

f. Compacted Material M 28.19 28.19 75,050 2,115,472 Incl. in HE charges

g. HE charges for Helipad const. Hrs - 7.00 229,400 - 1,605,800

2. Stock Pile ;

a. Land Clearing M - - 5,400,000 - Incl. in Jetty land clearing

b. Peat Shaping M 5,300.00 11,100.50 4,800 25,440,000 53,282,400

c. Geotextile Non Woven TS 20 M - 11,100.50 3,500 - 38,851,750

3. Base Camp Sz. 50 m x 50 m

a. Land Clearing Ha 0.25 - 5,400,000 1,350,000 Incl. in Jetty land clearing

Total - A 35,538,172 93,739,950

B. MATERIAL COST

1. Gambangan M - By Owner - -

2. Geotextile Non Woven TS 70 M 49.59 - 15,400 763,655 -

3. Geotextile Non Woven TS 20 M - 11,433.52 8,500 - 97,184,878

4. Quarry Waste M 17.96 35.42 300,000 5,387,484 10,627,060

5. Granular Soil M 20.52 - 215,000 4,411,296 -

Total - B 10,562,436 107,811,938

Grand Total 46,100,608 201,551,888

INFRASTRUCTURE WORKS AT KUALA CINAKUPROJECT FACILITIES (HELIPAD, STOCK PILE & BASE CAMP)

Actual Cost

NO. DESCRIPTION UNIT QUANTITY AMOUNT (IDR)

Sheet #6


20/73


1 50 46.65 2,332.50

2 50 96 4,800.00 2 layers

3 3,968.00 2 layers

#######

INFRASTRUCTURE WORKS AT KUALA CINAKUPROJECT FACILITIES CONSTRUCTION DETAILS

Geotextile - TS 20

Description

Total

Stock pile 1

Stock pile 2

Stock pile 3 Drawing attached

Page 20 of 73
http://../Bambang_hs/Local%20Settings/Temporary%20Internet%20Files/Supporting%20Detail/Detail%20Proj%20Facility.xls


21/73

UNIT RATEContract Final ( IDR ) Contract Actual

A. PARKING AREA

1. Land Clearing Ha Included in Jetty Area

M 5,288.00 - 3,500.00 18,508,000 -

M - 954.00 24,974.55 - 23,825,725 21,


4. Gambangan M 1,500.00 - 10,800 16,200,000 -

5. Geogrid GX 40/40 M - 3,000 - -



a. Quarry Waste M 1,489.95 476.30 75,050 111,820,748 35,746,090

b. Soil Embankment ( Granular Soil ) M - 801.39 75,050 - 60,144,545

Total - A 176,062,748 137,566,960 21,

B. MATERIAL COST

1. Gambangan M - By Owner 47,157,613 By Owner

2. Geogrid GX 40/40 M - 24,000 - -



a. Quarry waste M 2,033.78 598.57 300,000 610,134,525 179,570,268

b. Soil Embankment ( Granular Soil ) M 963.77 215,000 - 207,211,425

Total - B 719,171,545 408,195,394

Grand Total 895,234,292 545,762,353 21,

AMOUNT (IDR) PTI Set(ID

Hauling hog from KM 6 to Jetty area2.

INFRASTRUCTURE WORKS AT KUALA CINAKUCONSTRUCTION WORKS FOR PARKING AREA

Actual Cost

REMARKSNO. DESCRIPTION UNIT QUANTITY

Sheet #7


22/73


1 Incl. in Jetty

-

No. Trip (M3) Remarks

1 954.00

954.00


1 2,587.50

2 21 7 147.00

2,734.50

No. Length (M) Width (M) Area (M

2

) Remarks1 225 6 1,350.00

1,350.00

No. QW (M3) GS (M

3) Total (M

3) Remarks

1 - 801.39 801.39

2 476.30 - 476.30

476.30 801.39 1,277.69

DescriptionParking road

INFRASTRUCTURE WORKS AT KUALA CINAKUPARKING AREA CONSTRUCTION DETAILS

Land Clearing


Area

Total

Parking area

Parking road

Total

Geotextile

Parking area

Total

Parking road

As built drawing attached

Total

Description

At Jetty area

Hauling Hog for Paking Area

Description

Hauling Hog as per trip

Total

Peat Shaping

Description
http://../Bambang_hs/Local%20Settings/Temporary%20Internet%20Files/Supporting%20Detail/Detail%20Parking%20Area.xls


23/73

UNIT RATE


A. ROAD CONSTRUCTION INCL. PASS. LANE & STUD ROAD

1. Land Clearing Ha 77.07 44.06 5,400,000 416,183,400 237,935,880

Design 13 Km,

Km long. Canal

clearing not incl

become 40 m w


M 44,100.00 - 3,000 132,300,000 -

Hrs - 138.50 292,050 - 40,448,925 As per SI

4. a. Canal Digging (12 x 10 x 3) M' 4,412.38 - 70,278 310,093,400 - Incl. canal deta

b. Canal Digging (10 x 8 x 3) M' 15,400.00 - 58,976 908,230,400 - Incl. canal deta

c. Canal Digging (6 x 4 x 3) M' 8,600.00 - 33,659 289,467,400 - Incl. canal deta

5. Gambangan M 10,500.00 4,543.00 10,800 113,400,000 49,064,400

6. Peat filling M 8,900.00 4,543.00 4,000 35,600,000 18,172,000

7. Peat dam M 12.00 - 25,000,000 300,000,000 - Incl. canal deta

8. Geogrid GX 40/40 M 126,296.00 107,414.00 3,000 378,888,000 322,242,000

9. Geotext ile Non Woven TS 70 M 135,196.00 117,148.00 3,500 473,186,000 410,018,000


a. Quarry Waste M 37,744.26 75,050 2,832,706,408.

M 39,075.13 75,050 2,932,588,295

11. Passing Lane

a) Dry Peat Shaping M Incl. item 2 960.00 4,800 - 4,608,000

b) Geogrid GX 40/40 M 4,176.00 960.00 3,000 12,528,000 2,880,000

M 5,366.00 960.00 3,500 18,781,000 3,360,000

M 2,131.50 329.60 75,050 159,969,075 24,736,480

Total - A 10,192,986,790 7,510,584,389

B. MATERIAL COST Justifica

1. Gambangan M - - By Owner 279,802,376 By Owner

2. Geogrid GX 40/40 M 134,702.36 114,876.44 24,000 3,232,856,755 2,757,034,560

3. Geotextile Non Woven TS 70 M 146,897.87 121,651.24 15,400 2,262,227,229 1,873,429,096


a. Quarry waste M 84,763.22 47,433.61 300,000 25,428,966,600 14,230,083,681.

M 24,750.18 47,389.05 215,000 5,321,288,700 10,188,646,128

109,513.40 94,822.66

Total - B 36,525,141,660 29,049,193,465

Grand Total 46,718,128,450 36,559,777,854

70 cm thk (avg.

Quantity chang

SI. Actual quant

Owner instructe

Dry Peat Re-shaping3.

77,472.30 5,814,296,115

INFRASTRUCTURE WORKS AT KUALA CINAKU

CONSTRUCTION WORKS FOR ROADActual Cost

REMARNO. DESCRIPTION UNITQUANTITY AMOUNT (IDR)

Sheet #8


24/73


1 0+000 ~ 0+225 - Included in Jetty area

2 0+225 ~ 1+317 5.73

3 1+317 ~ 1+800 2.13

4 1+800 ~ 1+900 TPK #1

5 1+900 ~ 4+300 10.566 4+300 ~ 4+600 1.26

7 4+600 ~ 4+700 TPK #2

8 4+700 ~ 5+800 4.62

9 5+800 ~ 6+000 0.72

10 6+000 ~ 6+200 TPK #3

11 6+200 ~ 7+325 4.05

12 7+325 ~ 7+435 TPK #4

13 7+435 ~ 10+800 12.11

14 10+800 ~ 10+900 TPK #5

15 10+900 ~ 11+700 2.88

16 11+700 ~ 11+975

17 11+975 ~ 12+000

18 0+000 ~ 0+680 (L)19 0+000 ~ 0+666 (R)

20 0+000 ~ 1+000 STA 8+450 "Y" / stud road

44.06


1 0+000 ~ 0+225 - Included in Jetty area

2 0+225 ~ 1+800 15,750.00

3 1+800 ~ 1+900 TPK #1

4 1+900 ~ 4+600 27,000.00

5 4+600 ~ 4+700 TPK #2

6 4+700 ~ 5+800 11,000.00

7 5+800 ~ 6+000 2,400.008 6+000 ~ 6+200 TPK #3

9 6+200 ~ 7+325 13,500.00

10 7+325 ~ 7+435 TPK #4

11 7+435 ~ 10+800 40,380.00

12 10+800 ~ 10+900 TPK #5

13 10+900 ~ 11+700 9,600.00

14 11+700 ~ 11+975

15 11+975 ~ 12+000

16 0+000 ~ 0+680 (L)

17 0+000 ~ 0+666 (R)

18 0+000 ~ 1+000 12,000.00 STA 8+450 "Y" / stud road

131,630.00

No. HE (IDR) Remarks

1 40,448,925 By SBP

40,448,925


1 0+908 ~ 0+975 670.00 Full - cut by pemda road

2 4+100 ~ 4+425 3,250.00 Full

3 9+975 ~ 9+983 56.00 Add. Gambangan (repair)

4 10+385 ~ 10+400 105.00 Add. Gambangan (repair)

5 10+486 ~ 10+500 98.00 Add. Gambangan (repair)6 10+538 ~ 10+550 84.00 Add. Gambangan (repair)

7 10 585 10 600 105 00 Add G b ( i )15 7

15 7

14 712 7

Width (M)

10

10

Length (M)

67

325

8 7

1,000

12,090

12


12800

Total

10

12

12

12

Width (M)

-

10

10

1,100

200

1,125

3,365

Length (M)

225

1,575

2,700

11,090

Length (M)

225

1,092

483

800

1,125

3,365

2,400300

36.00

42.00

36.00

36.00

1,100

36.00

200

52.50

44.00

44.0042.00

STA

TPK #6

Done by Harvesting contractor

TPK #6

Total

Re-peat Shaping using HE hours charges

Description

At Road STA 9+000 onwards

INFRASTRUCTURE WORKS AT KUALA CINAKUROAD CONSTRUCTION DETAILS

Dry Peat Shaping

STA

Total

Land Clearing

STA

Done by Harvesting contractor

Width (M)

-


25/73


4,543.00Total

Page 25 of 73
http://../Bambang_hs/Local%20Settings/Temporary%20Internet%20Files/Supporting%20Detail/Detail%20Access%20Road.xls


26/73



1 0+000 ~ 0+300 2,400.00

2 0+300 ~ 0+902 6,020.00

3 0+902 ~ 1+800 8,980.00

4 1+800 ~ 1+900 TPK #1

5 1+900 ~ 4+102 22,020.006 4+102 ~ 4+425

7 4+425 ~ 4+600 1,750.00

8 4+600 ~ 4+700 TPK #2

9 4+700 ~ 6+000 13,000.00

10 6+000 ~ 6+200 TPK #3

11 6+200 ~ 7+325 11,250.00

12 7+325 ~ 7+435 TPK #4

13 7+435 ~ 10+800 33,650.00

14 10+800 ~ 10+900 TPK #5

15 10+900 ~ 11+700 8,000.00

16 0+000 ~ 1+000 - STA 8+450 "Y" / stud road

17 0+300 ~ 0+333 264.00 double installed

18 0+975 ~ 0+983 80.00 double installed107,414.00


1 0+000 ~ 0+300 2,400.00

2 0+300 ~ 1+800 15,000.00

3 1+800 ~ 1+900 TPK #1

4 1+900 ~ 4+600 27,000.00

5 4+600 ~ 4+700 TPK #2

6 4+700 ~ 6+000 13,000.00

7 6+000 ~ 6+200 TPK #3

8 6+200 ~ 7+325 11,250.00

9 7+325 ~ 7+435 TPK #410 7+435 ~ 10+800 33,650.00

11 10+800 ~ 10+900 TPK #5

12 10+900 ~ 11+700 8,000.00

13 0+000 ~ 1+000 - STA 8+450 "Y" / stud road

14 3+025 ~ 3+395 1,480.00 Collaps road

15 0+958 ~ 0+968 80.00 Double installed

16 8+475 ~ 8+525 500.00 Double installed

17 480.00 temporary turning area 12 x 4M x

18 3,408.00 temporary turning area 71 x 4M x

19 900.00 temporary turning area 15 x 4M x

117,148.00

4

8

10

120

852

225

10

10

10

-

4

11,520

Width (M)

8

10

10

10

0

370

10

50

4

4

1,125

3,365

800

300

1,500

2,700

1,300

10

-

8

10

Length (M)

800

0

33

8

10

10

10

8

1,125

3,365 10

Geogrid Installation

10

Length (M)

300

602

898

2,202

Width (M)STA

Total

10

10

Using Gambangan - full


STA

Total

175

1,300


27/73


No. Total (M3) Remarks

1 0+000 ~ 0+650 5,523.81

2 0+650 ~ 1+400 6,646.59

3 1+400 ~ 1+800 3,884.49

4 1+800 ~ 1+900 TPK #1

5 1+900 ~ 2+150 2,592.756 2+150 ~ 2+900 5,353.49

7 2+900 ~ 3+025 845.11

8 3+025 ~ 3+175 2,578.00 Failure Area

9 3+175 ~ 3+675 3,852.23

10 3+675 ~ 4+425 4,447.04

11 4+425 ~ 4+600 899.79

12 4+600 ~ 4+700 TPK #2

13 4+700 ~ 5+000 1,363.31

14 5+000 ~ 5+700 3,568.48

15 5+700 ~ 6+000 2,028.29

16 6+000 ~ 6+200 TPK #3

17 6+200 ~ 6+450 1,069.05

18 6+450 ~ 7+000 2,793.2518 7+000 ~ 7+300 2,699.10

19 7+300 ~ 7+325 222.70

20 7+325 ~ 7+435 TPK #4

21 7+435 ~ 7+725 1,886.52

22 7+725 ~ 8+025 1,684.80

23 8+025 ~ 8+325 1,634.01

24 8+325 ~ 8+625 1,831.09

25 8+625 ~ 8+925 1,914.43

26 8+925 ~ 9+225 1,693.02

27 9+225 ~ 9+525 1,810.93

28 9+525 ~ 9+825 1,928.72

29 9+825 ~ 10+125 2,086.89

30 10+125 ~ 10+425 1,898.6231 10+425 ~ 10+775 2,073.03

32 10+775 ~ 10+800 262.57

33 10+800 ~ 10+900 TPK #5

34 10+900 ~ 11+250 2,350.17

35 11+250 ~ 11+600 2,388.86

36 11+600 ~ 11+675 478.98

37 11+675 ~ 11+700 285.45

38 0+000 ~ 0+041 243.82 Stud Road

76,819.38

No. Area (M2) Remarks1 0+110 ~ 0+150 120.00

2 0+860 ~ 0+900 120.00

3 1+000 ~ 1+040 120.00

4 1+300 ~ 1+340 120.00

5 3+000 ~ 3+040 120.00

6 3+170 ~ 3+210 120.00

7 3+860 ~ 3+900 120.00

8 5+160 ~ 5+200 120.00

960.00

3

40

40

3

3

3

3

3

3

3

40

40

40

40

40

40

39,075.13

Length (M)

243.82

37,744.26

Width (M)

1,704.70

1,702.43

328.87

193.29

-

950.61

1,316.15

1,474.70

1,292.181,407.38

205.22

1,250.94

1,052.01

1,079.69

1,052.16

1,012.05

803.61

729.98

1,943.682,102.85

157.17

1,029.31

155.80

93.53

1,308.13

1,504.84

1,068.63

585.30

2,343.00

499.65

1,984.383,668.94

150.11

778.93

902.39

645.47

889.41

860.32

612.57

612.19

635.58

92.17

606.44665.66

57.35

632.79

554.33

686.42

523.46

339.08

849.58596.25

65.53

3,352.58

3,417.73

743.99

1,269.79

2,260.35

2,815.86

608.381,684.56

259.81

235.00

QW (M3)

4,079.81

5,016.59

GS (M3)

1,444.00

1,630.00

Dry Peat Shaping for Passing Lane

STA

Total


STA

Total


28/73



1 0+110 ~ 0+150 120.00

2 0+860 ~ 0+900 120.00

3 1+000 ~ 1+040 120.00

4 1+300 ~ 1+340 120.00

5 3+000 ~ 3+040 120.006 3+170 ~ 3+210 120.00

7 3+860 ~ 3+900 120.00

8 5+160 ~ 5+200 120.00

960.00


1 0+110 ~ 0+150 120.00

2 0+860 ~ 0+900 120.00

3 1+000 ~ 1+040 120.00

4 1+300 ~ 1+340 120.00

5 3+000 ~ 3+040 120.00

6 3+170 ~ 3+210 120.007 3+860 ~ 3+900 120.00

8 5+160 ~ 5+200 120.00

960.00

No. Area (M2) Volume (M

3) Remarks

T1 T2 T3 Average

1 0+110 ~ 0+150 120.00 0.30 0.40 0.40 0.37 44.00

2 0+860 ~ 0+900 120.00 0.19 0.27 0.22 0.23 27.20

3 1+000 ~ 1+040 120.00 0.27 0.31 0.15 0.24 29.20

4 1+300 ~ 1+340 120.00 0.26 0.30 0.36 0.31 36.80

5 3+000 ~ 3+040 120.00 0.58 0.54 0.55 0.56 66.80

6 3+170 ~ 3+210 120.00 0.38 0.48 0.30 0.39 46.407 3+860 ~ 3+900 120.00 0.33 0.38 0.34 0.35 42.00

8 5+160 ~ 5+200 120.00 0.30 0.32 0.31 0.31 37.20

329.60

3

3

3

3

3

3

3

40

4040

40

3

3

3

Length (M)

40

40

Geotextile Installation for Passing Lane

Width (M)

3

33

40

40

4040

3

Length (M)

40

40

Width (M)

3

3

Total

STA

Total

Compacted Materials (as approved core test result - Granular Soil) for Passing Lane

STA Thickness (M)

40

40

40

40

Geogrid Installation for Passing Lane

STA

Total


29/73

UNIT RATE


A. TPK CONSTRUCTION

1. Land Clearing Ha 12.43 5.81 5,400,000 67,122,000 31,393,440

Design 2.25 Km

Canal land clear

become 40 m wi2. Dry Peat Shaping M 46,650.00 39,920.00 4,800 223,920,000 191,616,000

3. Dry Peat Re-shaping Hrs - 110.00 292,050 - 32,125,500 As per SI

2. a. Canal Digging (12 x 10 x 3) M' 3,316.20 - 70,278 233,055,780 - Incl. canal detai

b. Canal Digging (10 x 8 x 3) M' 2,100.00 - 58,976.00 123,849,600 - Incl. canal detai

3. Gambangan M 37,240.00 31,326.00 10,800 402,192,000 338,320,800

4. Peat Filling M 37,240.00 31,326.00 4,000 148,960,000 125,304,000

5. Geogrid GX 40/40 M - 5,100.00 3,000 - 15,300,000

6. Geotextile TS-70 M 37,240.00 31,735.00 3,500 130,340,000 111,072,5007. Compacted Material

a. Quarry Waste M 17,383.63 75,050 1,821,891,285 1,304,641,094

b. Soil Embankment ( Granular Soil ) M 5,167.57 75,050 - 387,825,810

8. Vertical Cerocok, 12 m length M' 6,300.00 - 12,600 79,380,000 -

9. Horizontal Cerocok, 2 m length M' 2,100.00 - 8,500 17,850,000 -

10. Peat Dam Unit 6.00 Incl. canal 25,000,000 150,000,000 -

Total - A 3,398,560,665 2,537,599,143

B. MATERIAL COST

1. Gambangan M - - By Owner 655,176,335 By Owner

2. Geotextile TS-70 M 38,206.00 32,687.05 15,400 588,372,400 503,380,570


a. Quarry Waste M 23,015.57 21,846.19 300,000 6,904,670,438 6,553,856,723b. Soil Embankment ( Granular Soil ) M 7,830.83 6,214.64 215,000 1,683,629,391 1,336,146,765

4. Cerocok M - - By Owner 10,375,420 By Owner

5. Peat Dam Cerocok M - - By Owner - By Owner

Total - B 9,842,223,983 8,393,384,059

Grand Total 13,240,784,648 10,930,983,202

INFRASTRUCTURE WORKS AT KUALA CINAKUCONSTRUCTION WORKS FOR TPK

Actual Cost

24,275.70

RENO. DESCRIPTION UNITQUANTITY AMOUNT (IDR)

Sheet #9


30/73

No. Length (M) Width (M) Area (Ha) Remarks

1 1+800 ~ 1+900 100 44.00 0.44 TPK #1

2 4+600 ~ 4+700 100 42.00 0.42 TPK #2

3 6+000 ~ 6+200 200 36.00 0.72 TPK #3

4 7+325 ~ 7+435 110 36.00 0.40 TPK #4

5 10+800 ~ 10+900 100 36.00 0.36 TPK #56 11+700 ~ 11+975 275 36.00 0.99

7 11+975 ~ 12+000 25 36.00 0.09

8 0+000 ~ 0+680 (L) Done by Harvesting contractor

9 0+000 ~ 0+666 (R) 666 36.00 2.40

1,576 5.81


1 1+800 ~ 1+900 100 18 1,800.00 TPK #1

2 4+600 ~ 4+700 100 18 1,800.00 TPK #2

3 6+000 ~ 6+200 200 18 3,600.00 TPK #3

4 7+325 ~ 7+435 110 18 1,980.00 TPK #4

5 10+800 ~ 10+900 100 18 1,800.00 TPK #56 11+700 ~ 11+975 275 18 4,950.00

7 11+975 ~ 12+000 25 18 450.00

8 0+000 ~ 0+597 (L) 597 18 10,746.00

9 0+000 ~ 0+597 (R) 597 18 10,746.00

10 0+594 ~ 0+626 (L) 32 32 1,024.00

11 0+594 ~ 0+626 (R) 32 32 1,024.00

39,920.00


1 32,125,500 By SBP

32,125,500

Re-peat Shaping

Description

At TPK #6

Total (Price include 10% overhead for contractor)

TPK #6

Turn area at TPK #6

Total

INFRASTRUCTURE WORKS AT KUALA CINAKUTPK CONSTRUCTION DETAILS

Dry Peat Shaping

STA

Land Clearing

STA

Total

TPK #6
http://../Bambang_hs/Local%20Settings/Temporary%20Internet%20Files/Supporting%20Detail/Detail%20TPK.xls


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INFRASTRUCTURE WORKS AT KUALA CINAKUTPK CONSTRUCTION DETAILS


1 1+800 ~ 1+900 100 16 1,600.00 Full

2 4+600 ~ 4+681 81 16 1,296.00 Full

3 6+000 ~ 6+200 200 16 3,200.00 Full

4 7+325 ~ 7+425 100 8 800.00 R & L side. Centre using Geogrid

5 10+800 ~ 10+900 100 8 800.00 R & L side. Centre using Geogrid6 11+700 ~ 11+975 275 8 2,200.00 R & L side. Centre using Geogrid

7 11+975 ~ 11+990 15 16 240.00 Mixed with geogrid

8 12+008 ~ 12+033 25 14 350.00 Two layers

9 0+000 ~ 0+595 (L) 595 16 9,520.00

10 0+000 ~ 0+595 (R) 595 16 9,520.00

11 0+595 ~ 0+625 (L) 30 30 900.00

12 0+595 ~ 0+625 (R) 30 30 900.00

1,905 31,326.00


1 1+800 ~ 1+900 Using Gambangan - full TPK #1

2 4+600 ~ 4+700 Using Gambangan - full TPK #23 6+000 ~ 6+200 Using Gambangan - full TPK #3

4 7+325 ~ 7+435 110 10 1,100.00 TPK #4

5 10+800 ~ 10+900 100 10 1,000.00 TPK #5

6 11+700 ~ 11+975 275 10 2,750.00

7 11+975 ~ 12+000 25 10 250.00

8 0+000 ~ 0+680 (L) Using Gambangan - full

9 0+000 ~ 0+666 (R) Using Gambangan - full

5,100.00


1 1+800 ~ 1+900 100 16 1,600.00 TPK #1

2 4+600 ~ 4+700 100 16 1,600.00 TPK #23 6+000 ~ 6+200 200 16 3,200.00 TPK #3

4 7+325 ~ 7+435 110 16 1,760.00 TPK #4

5 10+800 ~ 10+900 100 16 1,600.00 TPK #5

6 11+700 ~ 12+000 300 16 4,800.00

7 0+000 ~ 0+025 (R) 25 27 675.00

8 0+025 ~ 0+380 (R) 355 16 5,680.00

9 0+380 ~ 0+400 (R) 20 20 400.00

10 0+000 ~ 0+595 (L) 595 16 9,520.00

11 0+595 ~ 0+625 (L) 30 30 900.00

1,935.00 31,735.00

No. QW (M3) GS (M3) Total (M3) Remarks Avr. Thick (M)1 1+800 ~ 1+900 602.63 1,033.69 1,636.31 TPK #1 0.99

2 4+600 ~ 4+700 558.36 16.31 574.67 TPK #2 0.35

3 6+000 ~ 6+200 967.03 1,589.06 2,556.09 TPK #3 0.77

4 7+325 ~ 7+435 488.46 907.96 1,396.42 TPK #4 0.76

5 10+800 ~ 10+900 304.75 1,026.60 1,331.35 TPK #5 0.80

6 11+700 ~ 11+975 3,352.35 593.95 3,946.30 0.86

7 0+000 ~ 0+400 (R) 5,215.17 0.00 5,215.17 0.79

8 0+000 ~ 0+350 (L) 3,129.91 0.00 3,129.91 0.54

9 0+350 ~ 0+625 (L) 2,764.97 0.00 2,764.97 0.61

17,383.63 5,167.57 22,551.19

STA

TPK #6

Gambangan

STA


STA

Total

Total

TPK #6

Total

Total


STA


TPK #6
http://../Bambang_hs/Local%20Settings/Temporary%20Internet%20Files/Supporting%20Detail/Detail%20TPK.xls


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UNIT RATEContract Actual ( IDR ) Contract Actual

A. ARAMCO CONSTRUCTION

1. Internal Dia. 1000 x 3.5 mm M 120.00 - 900,000 108,000,000 -

2. Internal Dia. 1500 x 2 mm M 120.00 20.00 1,080,000 129,600,000 21,600,000 Pemda Road RS

M 20.00 1,080,000 - 21,600,000 Pemda Road LS

3. HE charges for haul ing hog Lot 2,610.00 10,448 - 27,268,175 24,789

Total - A 237,600,000 70,468,175 24,789

B. MATERIAL COST

1. Internal Dia. 1000 x 3.5 mm M 120.00 - 2,483,250 297,990,000 -

2. Internal Dia. 1500 x 2 mm M 120.00 40.00 3,811,500 457,380,000 152,460,000

Total - B 755,370,000 152,460,000

Grand Total 992,970,000 222,928,175 24,789

QUANTITY AMOUNT (IDR) PTI Settlem(IDR)

INFRASTRUCTURE WORKS AT KUALA CINAKUCONSTRUCTION WORKS FOR CULVERTS / ARAMCO

Actual Cost

REMARKSNO. DESCRIPTION UNIT

Sheet #10


33/73

UNIT RATE

Contract Actual ( IDR ) Contract Actual Quantity Amount

A. CANAL DIGING

1. Main Canal 12 m' x 10 m' x 3 m' M 3,861.52 40,737.49 70,278 271,379,164 2,862,940,269 incl. 24km road side 37,374 2,626,591,183

2. Branch Canal 10 m' x 8 m' x 3 m' M 161,154.25 121,580.40 57,500 9,266,369,375 6,990,873,000 113,477 6,524,927,500

3. Branch Canal 8 m' x 6 m' x 3 m' M 1,220.00 8,337.95 49,000 59,780,000 408,559,550 8,338 408,559,550

4.'

M 27,468.00 29,905.20 33,000 906,444,000 986,871,600 30,414 1,003,668,930

5. Sediment Pond at KM 5+525

a) Canal 12 x 10 x 3 M - 391.74 84,333 - 33,036,740 392 33,036,740

b) Canal 6 x 4 x 3 M - 365.40 58,800 - 21,485,520

c) Canal 6 x 4 x 2 M - 75.82 39,600 - 3,002,472 76 3,002,472

6. HE charges by MM for canal widening & deepening STA 1+800 ~ 4+300, MC20 & 4+300 ~ 5+800 (SI attached)

a) 01-05-2009 up to 31-05-2009 Hrs - 653.50 229,400 - 149,912,900 3 units long armb) 01-06-2009 up to 12-06-2009 Hrs - 438.50 229,400 - 100,591,900 Long arm

Total - A 201,394.00 10,503,972,539 11,557,273,951 190,071

B. PEAT DAM

1. Peat Dam Unit 25.00 12.00 25,000,000 625,000,000 300,000,000

2. HE Charges for hauling hog Lot - 1.00 90,737,240 - 90,737,240 1 71,669,800

3. Over flow Canal

3 x 2 x 1 M - 80.00 5,324 - 425,926

1 x 1 x 1 M - 385.00 2,130 - 819,907

3. Dry Peat Shaping on Peat Dam M - 1,000.00 4,800 - 4,800,000

Total - B 625,000,000 396,783,073 71,669,800

Grand Total 11,128,972,539 11,954,057,025 71,669,800

AMOUNT (IDR) PTI Settlement

INFRASTRUCTURE WORKS AT KUALA CINAKUCONSTRUCTION WORKS FOR CANAL & PEAT DAMS

Actual Cost

REMARKSNO. DESCRIPTION UNITQUANTITY

Sheet #11


34/73

71833575

GPS Balance Total

1 15,882.30 - 15,882.30 Completed

2 3,887.60 - 3,887.60 Completed

3 9,879.49 957.00 10,836.49 Completed

4 6,392.73 2,210.07 8,602.80 Completed5 199.30 - 199.30 Completed

6 1,329.00 - 1,329.00 Completed

37,570.42 3,167.07 40,737.49

GPS Balance Total

1 3,886.00 - 3,886.00 Completed

2 7,296.00 - 7,296.00 Completed

3 1,829.00 - 1,829.00 Completed

4 1,646.10 - 1,646.10 Completed

5 1,465.90 - 1,465.90 Completed6 3,354.10 - 3,354.10 Completed

7 3,333.30 - 3,333.30 Completed

8 3,985.20 - 3,985.20 Completed

9 5,092.00 - 5,092.00 Completed

10 730.70 - 730.70 Completed

11 8,583.70 - 8,583.70 Completed

12 8,575.10 - 8,575.10 Completed

13 8,243.80 - 8,243.80 Completed

14 6,621.30 - 6,621.30 Completed

15 5,068.00 - 5,068.00 Completed

16 3,430.80 - 3,430.80 Completed

17 1,828.70 - 1,828.70 Completed


20 2,093.20 - 2,093.20 Completed

21 1,507.30 - 1,507.30 Completed

22 - 1,189.90 1,189.90 Hold, Social issue

23 - 770.30 770.30 Hold, Social issue



26 1,475.90 - 1,475.90 Completed

27 1,131.80 - 1,131.80 Completed

28 2,235.90 - 2,235.90 Completed

29 2,232.40 - 2,232.40 Completed

30 954.00 - 954.00 Completed


33 5,510.40 - 5,510.40 Completed

34 3,861.00 - 3,861.00 Completed

35 2,262.60 - 2,262.60 Completed

Total 117,394.30 4,186.10 121,580.40

GPS Balance Total

1 5,417.00 - 5,417.00 Completed

2 1,240.30 - 1,240.30 Completed

3 1,680.65 - 1,680.65 Completed

8,337.95 - 8,337.95

BC 3021

BC 3022

BC 3023

Description

BC 3018 A1a

BC 3018 A

BC 3019BC 3020

BC 3015

BC 3016

BC 3017

BC 3018

BC 3002

BC 3003

BC 3004

BC 3005

Description

MC 30

MC 40RC 02 - RS

CNT TPK 6

MC 10

MC 20

RC 2 (Dia. 10)

BC 1001

BC 1004BC 1005

BC 1006

BC 1007

BC 1014

BC 1015

BC 2002

Branch Canal (10 x 8 x 3)

Length (M)Remarks

Length (M)RemarksNo.

BC 1002

No.

Total

DescriptionNo.


Length (M)

BC 4001

BC 30A

INFRASTRUCTURE WORKS AT KUALA CINAKUCANAL DIGGING DETAILS

Main Canal (12 x 10 x 3)

Remarks

Total

BC 30B

BC 2003

BC 3001

BC 1003

BC 1007A

BC 1008

BC 1009

BC 1010

BC 1011

BC 1012

BC 1013
http://../Bambang_hs/Local%20Settings/Temporary%20Internet%20Files/Supporting%20Detail/Detail%20Canal%20&%20Peat%20Dam.xls


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71833575


GPS Balance Total

1 5,112.20 4,254.20 9,366.40 Completed

2 5,814.60 - 5,814.60 Completed

3 405.00 - 405.00 Completed

4 4,448.81 4,236.49 8,685.30 Completed5 4,067.70 - 4,067.70

6 675.30 - 675.30

7 890.90 - 890.90

21,414.51 8,490.69 29,905.20

GPS Balance Total

1 SP 01 (Dia. 6) 6 x 4 x 2 75.82 - 75.82 Completed

2 CNSP02 6 x 4 x 3 365.40 - 365.40 Completed

SP 01 (Dia. 12) 12 x 10 x 3 391.74 - 391.74 Completed

Constructed Unconstructed

1 0 + 000 (MC10 270o) 1

2 0 + 100 1

3 1 + 175 1

4 1 + 650 1

5 1 + 900 1

6 7 + 300 1

7 11 + 550 1

8 11 + 600 1

9 11 + 900 1

10 BC 4001 111 MC 30 1

12 4 + 000 1

13 4 + 794 1

14 6 + 800 1

15 10 + 400 (RS) 1

16 10 + 400 (LS) 1

17 BC 1001 / DAM1 1

18 BC 1001 / DAM2 1

19 BC 1008 1

20 TPK #6 (RS) 1

Total 12 8


1 For Peat Dam & Aramco Installation* 26,358,475 By SBP

2 Temporary peat dam & estafet hog for peat dam* 64,378,765 By MM

Total (Price include 10% overhead for contractor) 90,737,240

* This cost should not double charged with quantity.

Hauling Hog

Description

Description Dimension

Total sz. 25 m x 14 m. Half done by SRL.

Balance over flow only

Peat shaping only.


Peat shaping & Over flow canal only.


Peat shaping only.






Without over flow canal (to housing area)







Remarks

Peat Dam

No. STA


Unit

No.Length (M)

Remarks

No.Length (M)

BC 20A

Description

RC 2 (Dia. 6)

PC 200APC 200B

BC 10A

Sediment Pond at KM 5+525

Total


Remarks

PC 100

RC 1


36/73

71833575


GPS Balance Total

1 0 + 000 (MC10 270o) 1 x 1 x 1 45.00 - 45.00

2 0 + 100 2 x 1 x 1 15.00 - 15.00

3 1 + 175 1 x 1 x 1 35.00 - 35.00

4 1 + 650 1 x 1 x 1 35.00 - 35.005 1 + 900

3 x 2 x 1 40.00 - 40.00

1 x 1 x 1 30.00 - 30.00

6 11 + 550 LS

3 x 2 x 1 - - - Paid in Peat Dam

1 x 1 x 1 20.00 - 20.00

7 11 + 600 RS


1 x 1 x 1 20.00 - 20.00

8 11 + 900 RS


1 x 1 x 1 30.00 - 30.00

9 BC 4001 RS3 x 2 x 1 - - - Paid in Peat Dam

1 x 1 x 1 20.00 - 20.00

10 MC 30 RS

3 x 2 x 1 40.00 - 40.00

1 x 1 x 1 30.00 - 30.00

11 4 + 000


1 x 1 x 1 20.00 - 20.00

12 4 + 794


1 x 1 x 1 20.00 - 20.00

13 10 + 400 RS

3 x 2 x 1 - - - Paid in Peat Dam1 x 1 x 1 20.00 - 20.00

14 10 + 400 LS


1 x 1 x 1 20.00 - 20.00

15 BC 1001 / DAM1 RS


1 x 1 x 1 20.00 - 20.00

16 BC 1001 / DAM2 RS


1 x 1 x 1 20.00 - 20.00

Total 3 x 2 x 1 80.00 - 80.00

Total 1 x 1 x 1 385.00 - 385.00

Width (M) Long (M) Area (M2)

1 Near Indragiri river 8.00 15.00 120.00

2 0 + 100 15.00 4.00 60.00

3 1 + 175 15.00 6.00 90.00

4 1 + 650 15.00 6.00 90.00

5 1 + 900 15.00 8.00 120.00

6 7+300 15.00 8.00 120.00

7 MC 30 15.00 12.00 180.00

8 BC 1008 10.00 22.00 220.00 RS

Total 1,000.00

Overflow Canal at Peat Dam

No. Description DimensionLength (M)

Remarks

Peat Shaping at Peat Dam

No. DescriptionDimension

Remarks


37/73

DATA ACTUAL PEKERJAAN CANAL KUALA CINAKU

SIZE NAME OF CANAL CONTRACTOR TOTAL RATE

6 x 4 x 3 PC 100 MM 9,366.40 30,270.60 33,000.00

RC 1 SBP 5,814.60RC 2 (Dia. 6) SBP 405.00

CNSP02 SBP 365.40PC 200A SPK 8,166.49PC 200A SBP 518.81PC 200B SBP 4,067.70BC 10A COP 675.30BC 20A MM 890.90

8 x 6 x 3 BC 4001 MM 5,417.00 8,337.95 49,000.00BC 30A MM 1,240.30BC 30B MM 1,680.65

10 x 8 x 3 RC 2 (Dia. 10) SBP 3,886.00 121,580.40 57,500.00BC 1001 COP 7,296.00BC 1002 COP 1,829.00BC 1003 SMM 1,646.10

BC 1004 SMM 1,465.90BC 1005 SMM 2,542.60BC 1005 COP 811.50BC 1006 SMM 1,626.30BC 1006 COP 1,707.00BC 1007 COP 3,985.20

BC 1007A COP 5,092.00BC 1008 COP 730.70BC 1009 SBP 8,583.70BC 1010 SBP 8,575.10BC 1011 COP 3,351.00BC 1011 SBP 4,892.80BC 1012 SBP 6,621.30BC 1013 COP 2,702.50

BC 1013 SBP 2,365.50BC 1014 SBP 3,430.80BC 1015 COP 1,828.70BC 2002 MM 1,582.50BC 2003 COP 2,243.50BC 3001 SPK 2,093.20BC 3002 SPK 1,507.30BC 3003 SOCIAL ISSUE 1,189.90BC 3004 SOCIAL ISSUE 770.30BC 3005 SOCIAL ISSUE 1,195.20BC 3015 SOCIAL ISSUE 1,030.70BC 3016 MM 1,475.90BC 3017 SMM 727.10BC 3017 MM 404.70BC 3018 SMM 762.90

BC 3018 MM 1,473.00BC 3018 A1a MM 2,232.40BC 3018 A MM 954.00BC 3019 SBP 8,221.10BC 3020 SBP 7,113.00BC 3021 SBP 5,510.40BC 3022 SPK 3,861.00BC 3023 SPK 2,262.60

-


38/73

12 x 10 x 3 RC 02 - RS SBP 199.30 40,737.49 70,277.78CNT TPK 6 SBP 1,329.00

MC 10 SBP 8,031.80MC 10 COP 7,850.50MC 20 SBP 2,612.60MC 20 MM 1,275.00MC 30 MM 4,219.59

MC 30 SBP 3,532.00MC 30 SMM 2,044.00MC 30 SPK 1,040.90MC 40 SPK 6,361.42MC 40 MM 2,241.38

12 x 10 x 3 SP 01 (Dia. 12) SPK 391.746 x 4 x 2 SP 01 (Dia. 6) SPK 75.82 75.82 22,000.00

#########467.56


39/73

AMOUNT TOTALLENGTH (m') LENGTH (m')

998,929,800 5,112 26,029

5,815405365

3,950519

8,297675891

408,559,550 5,417 8,3381,2401,681

6,990,873,000 3,886 117,3637,2961,8291,646

1,4662,543

8121,6261,7073,9855,092

7318,5848,5753,3514,9066,6212,703

2,373 3,4001,8331,5832,2442,0931,507

----

1,476727405746

1,4812,232

9548,2217,1135,5103,8612,246

-


40/73

2,862,940,269 199 37,5731,3298,0327,8512,6131,2753,263

3,5322,0441,0414,1512,244

392 3921,668,040 76 75.82

11,261,302,619 189,771 189,77111,985,187,000

723,884,381


41/73

UNIT RATE AMOUNT

( IDR ) ( IDR )

1. SBP 222,907,500

a) Demonstration by Community Lot 1.00 76,860,000 76,860,000 Negotiated rate 7

b) Investigation by Int. Enviromental Org.

- Excavator Hrs 410.00 160,000 65,600,000 Negotiated rate 6

c) No Quarry Waste or Granular Soil

- DT (14 units) Hrs 648.50 100,000 64,850,000 Negotiated rate

- Bulldozer (1 unit) Hrs 40.00 260,000 10,400,000 Negotiated rate

d) No Logs

- Excavator grabbler (1 unit) Hrs 31.50 165,000 5,197,500 Negotiated rate

2. COP 51,578,000

a) Demonstration by Community- Excavator Hrs 212.00 139,400 29,552,800 SK Rate (SK-14 RF) 2


- Excavator Hrs 158.00 139,400 22,025,200 SK Rate (SK-14 RF) 1

3. MM 100,786,200

a) Demonstration by Community




2. SMM 19,516,000



4. SPK 8,364,000


- Excavator Hrs 60.00 139,400 8,364,000 SK Rate (SK-14 RF)

Grand Total 403,151,700

Note : Investigation by International Enviroment Organization from 06-08-2009 up to 27-08-2009.

PTI S

(

7

INFRASTRUCTURE WORKS AT KUALA CINAKUSTAND BY TIME CHARGES

Actual Cost


Sheet #12


42/73

UNIT RATE AMOUNT( IDR ) ( IDR )

A. TEMPORARY HOUSES SITE PREPARATION

1. Land Clearing Ha 2.00 5,400,000 10,800,000

2. Dry Peat Shaping M 4,136.00 4,800 19,852,800

3. Gambangan M 3,948.50 8,500 33,562,250

4. Geogrid GX 40/40 M 2,330.00 3,000 6,990,000

5. Geotextile Non Woven TS 70 M 6,466.00 3,500 22,631,000


a. Quarry Waste M - 75,050 -

b. Soil Embankment ( Granular Soil ) M 3,013.98 75,050 226,199,424

7. Canal digging M Included in Canal digging

8. HE for driving log piles Hrs 25.50 244,900 6,244,950 Water Tank & DG Set Shed

Total - A 326,280,424

B. MATERIAL COST

1. Gambangan M - By Owner -

2. Geogrid GX 40/40 M 2,331.06 24,000 55,945,440

3. Geotextile Non Woven TS 70 M 6,659.98 15,400 102,563,692


a. Quarry waste M - 300,000 -

b. Soil Embankment ( Granular Soil ) M 3,624.69 215,000 779,307,672

Total - B 937,816,804

Grand Total 1,264,097,229

PTI

INFRASTRUCTURE WORKS AT KUALA CINAKUSITE PREPARATION FOR TEMPORARY HOUSES

Actual Cost


Sheet #13


43/73


1 38 15 570.00

2 50 16.5 825.00

3 55 16.5 907.50

4 33 6.5 214.50

5 14 6 84.00

6 36 20 715.00

7 41 20 820.00

4,136.00


1 38 15 570.00

2 50 16.5 825.00

3 50 16.5 825.00

4 33 6.5 214.50

5 14 6 84.00

6 36 20 715.00

7 36 20 715.00

3,948.50


1 466 5 2,330.00

2,330.00

No. Length (M) Width (M) Area (M2

) Remarks1 466 5 2,330.00

2 38 15 570.00

3 50 16.5 825.00

4 55 16.5 907.50

5 33 6.5 214.50

6 14 6 84.00

7 36 20 715.00

8 41 20 820.00

6,466.00

No. QW (M3) GS (M

3) Total (M

3) Remarks

1 - 646.41 646.41

2 - 255.39 255.39

3 - 205.12 205.12

4 - 180.79 180.79

5 - 832.60 832.60

6 - 371.26 371.26

7 - 522.43 522.43

- 3,013.98 3,013.98

Barrack 2

Mess 1

Main Office

Dry Peat Shaping

Description

Main Office

Mess 1

Mess 2

Public Toilet

Water System

Barrack 1

INFRASTRUCTURE WORKS AT KUALA CINAKUTEMPORARY HOUSES SITE PREPARATION DETAILS

Total

Mess 2

Barrack 1


Description

Main Office

Public Toilet

Water System

Barrack 2

Total

Mess 1


Description

Total

Access road


DescriptionAccess road


Description

Road to barrack

Road to mess

Road to office

Barrack 2

Total

Mess 2

Public Toilet

Water System

Barrack 1

Total

Main Access road

Backfilling for barrack

Backfilling for mess

Backfilling for office


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UNIT RATE AMOUNT( IDR ) ( IDR )

A. MATERIAL COST

1. Aramco

- Internal Dia. 1000 x 3.5 mm M 120.00 2,483,250 297,990,000

- Internal Dia. 1500 x 2 mm M 80.00 3,811,500 304,920,000

2. Dead Stock at Stok Pile

- Quarry Waste M 271.20 300,000 81,360,000

- Granular Soil M 477.00 215,000 102,555,000

3. Balance Quarry waste handed over to SRL M 5,460.09 300,000 1,638,027,000

4. Material used for Road Maintenance

- Quarry Waste M 3,168.90 300,000 950,670,000

- Granular Soil M 486.00 215,000 104,490,000

Total 3,480,012,000

INFRASTRUCTURE WORKS AT KUALA CINAKUMATERIAL HANDED OVER TO MAINTENANCE

Actual Cost

REMARKNO. DESCRIPTION UNIT QUANTITY

Sheet #14


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UNIT RATE AMOUNT

( IDR ) ( IDR )

B. HEAVY EQUIPMENT USED UNDER SRL SCOPE

1. SBP

a) Handling of Barges & Gambangan Lot 1.00 79,412,850 79,412,850 Negotiated rate 70,000,000 (9,412,850)

b) Canal cleaning

- Excavator (5 units) Hrs 143.00 292,050 41,763,150 Negotiated rate 37,966,500 (3,796,650) take

2. COP rolli

a) Canal cleaning

- Excavator (5 units) Hrs 42.00 244,900 10,285,800 10,285,800 - take

rolli

Grand Total 131,461,800 118,252,300 (13,209,500)

PTI Settlement

(IDR)

Difference

(IDR)

INFRASTRUCTURE WORKS AT KUALA CINAKUHE SUPPLY TO OWNER

Actual Cost


Sheet #15


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PERIOD FEB'09 - AUG'0

1 KUALA CINAKU 1,135,335,

Note : The above price is excluding tax

SUPERVISION COST FOR WOOD

SUMM

SR NO. AREA

AM


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Organization: Pectech Project Indonesia

Base Location: Kerinci-Indonesia

Project: P1807 : Wood Supply Infrastructure

Area: F12 : Kuala Cinaku

1-Feb-09 8-Feb-09 15-Feb-09 2

I Supporting Personnel (Admin, Management, etc.)

1 Abhay Singh Chauhan Construction Mgr. AE RT 19.00 25.00 3.00

2 T.L. Ramachandra CA Manager AE RT

3 Edward Pardede Civil Head D2 RT

4 Irwan Rizaldi Djaafar Superintendent D1 RT

5 Rilly Herdiansyah Project Admin D1 RT 15.75

6 Jamini Ganesan QS & CA D1 RT

7 Mochamad Yusuf SSL C4 RT

8 Hotma Bicar Material Control C4 RT

9 Endy Hermawan Cost Controller C3 RT 25.16 30.45 23.04

10 Achmad Johansyah Material Control C3 RT 0.00 40.00 40.00

11 Ferry Gunawan Bangun QS & Admin C2 RT 32.75 40.00 40.00

OT1st 1.50 1.50 3.50

OT2nd 0.50 0.00 4.50

OT3rd 0.00 0.00 0.00

OT4th 0.00 0.00 0.00

II Site Personnel

1 Endro Pranowo Superintendent D1 RT

2 Robby Arifin Supervisor C3 RT 35.27 43.67 38.13

3 Ahmad Sofyan Supervisor C1 RT 40.00 40.00

Sr No. Names Position Grade Type

2009-02


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1-Feb-09 8-Feb-09 15-Feb-09 22-Feb

Sr No. Names Position Grade Type2009-02

7 Baharudin Abdul Rahman Foreman B5 RT

OT1st

OT2nd

OT3rd

OT4th

8 Juliansyah Foreman B3 RT

OT1st

OT2nd

OT3rd

OT4th

9 Endang Mulyana Surveyor C1 RT 14.50 40.00 40.00 4

OT1st 2.00 6.00 6.00

OT2nd 14.33 19.00 19.00 1

OT3rd 0.50 0.00 0.00

OT4th 0.00 0.00 0.00

10 Marulam Japingkir S Surveyor C2 RT 11.00 40.00 40.00 4

OT1st 1.00 6.00 6.00

OT2nd 11.50 19.00 19.00 1

OT3rd 1.00 0.00 0.00

OT4th 0.50 0.00 0.00

11 Paolo Freitas Surveyor B5 RT 11.00 40.00 40.00 4

OT1st 1.00 6.00 6.00

OT2nd 11.50 19.00 19.00 1

OT3rd 1.00 0.00 0.00

OT4th 0.50 0.00 0.00

12 Ridwan Surveyor C1 RT 11.00 40.00 40.00 4

OT1st 1 00 6 00 6 00


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6-Sep-09 13-Sep-09

I Supporting Personnel (Admin, Management, etc.)

1 T.L. Ramachandra CA Manager AE RT 5.50 7.0

2 Edward Pardede Civil Head D2 RT 18.50 12.5

3 Rilly Herdiansyah Project Admin D1 RT 20.00 6.9

4 Jamini Ganesan QS & CA D1 RT 15.88 14.5

5 Mochamad Yusuf SSL C4 RT 40.00 40.0

6 Hotma Bicar Material Control C4 RT 25.83 27.0

7 Endy Hermawan Cost Controller C3 RT 23.60 23.6

8 Ferry Gunawan Bangun QS & Admin C2 RT 40.00 40.0

OT1st 6.00 5.0

OT2nd 9.50 16.0

OT3rd 0.00 1.0

OT4th 0.00 2.0

II Site Personnel

1 Robby Arifin Supervisor C3 RT 59.75 64.7

2 Ahmad Sofyan Supervisor C1 RT 40.00 40.0

OT1st 4.00 6.0

OT2nd 20.50 27.0

OT3rd 1.00 1.0

OT4th 3.00 3.0

3 Edi Syahputra Supervisor B4 RT

OT1st

2

Sr No. Names Position Grade Type


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PROJECT COMMITMENT REPORTFIBER INFRASTRUCTURE WORKS AT KUALA CINAKUPER 30 DEC 2009

Rate 9,830Rp / USD

NO PR NO PO/CONTRACT DATE DESCRIPTION

NOIV PTI Cost ( 5%)

SPTS 15-05-09 SPTS for All employee perod Feb'09SPTS 15-05-09 SPTS for All employee perod Mar'09SPTS 15-05-09 SPTS for All employee perod Apr'09SPTS 29-06-09 SPTS for All employee perod May'09SPTS 29-06-09 SPTS for All employee perod Jun'09SPTS 28-07-09 SPTS for All employee perod Jul'09SPTS 18-08-09 SPTS for All employee perod Aug'09SPTS 18-09-09 SPTS for All employee perod Sep'09SPTS 18-10-09 SPTS for All employee perod Oct'09SPTS 18-11-09 SPTS for All employee perod Nov'09SPTS 18-12-09 SPTS for All employee perod Dec'09

PR RSSE0115 P1807-PR5368 15-05-09 Manpower Supply Terusan Jaya period Jan-Feb '09PR RSSE0150 P1807-PR5433 16-11-09 Manpower Supply Terusan Jaya period Apr '09PR RSSE0150 P1807-PR5434 18-11-09 Manpower Supply Terusan Jaya period May '09PR RSSE0143 P1807-PR5436 16-11-09 Manpower Supply Terusan Jaya period Jun '09PR CSSEF120031 P1807-PC5458 25-08-09 Manpower Supply Terusan Jaya period Jul '09PR CSSEF120044 03-11-09 Manpower Supply Terusan Jaya period Aug '09PR CSSEF120044 03-11-09 Manpower Supply Terusan Jaya period Sep '09PR CSSEF120044 03-11-09 Manpower Supply Terusan Jaya period Oct '09PR CSSEF120044 03-11-09 Manpower Supply Terusan Jaya period Nov '09

PR CPPU0001 P1807-PC5230 27-01-09 Life Jacket 1" (11 nos x Rp. 85.000)SR to Batching Plant 30-01-09 Solar for Colt Diesel from Kerinci to Site (take from BExpenses Claim 30-01-09 Daily rental colt diesel for 3 days ( 3 d x Rp. 300.00SR LOGISTIC 18-02-09 Rubber Boot (11 x Rp. 123.000)SR LOGISTIC 19-02-09 Barricade Tape ( 2 roll x Rp. 100.000)

PR CPPU0001 P1807-PC5231 04-03-09 First Aid Kit (4 unit x Rp. 145.000)PR CPPU0001 P1807-PC5233 04-03-09 Camera Digital (1 x Rp. 1.700.000)Expenses Claim 06247 12-03-09 Beli buku kuitansiExpenses Claim 06247 12-03-09 Beli Materai ( 2 bh x Rp. 7.000 )PR CPPU0001 P1807-PC5253 17-03-09 Rig Radio + Antenna + Power Supply (1 x Rp. 4.325PR CPPU0001 P1807-PC5236 06-04-09 Radio Telecomunication ICOM V-8 ( 3 x Rp. 1.800.PR CPPU0001 P1807-PC5236 06-04-09 Antenna Diamond RH 775 ( 1 x Rp. 75.000 )PR CPPU0001 P1807-PC5281 06-04-09 Tenda 3 x 2.5 m ( 1 x Rp. 925.000 )PR CPPU0008 P1807-PC5311 13-04-09 Radio Telecomunication ICOM V-8 ( 3 x Rp. 1.800.PR CPPUF12017 P1807-PC5305 27-04-09 Rain Coat ( 5 nos x Rp. 75.000 )PR CPPU0001 P1807-PC5280 06-05-09 Meteran Kain 50 m ( 2 bh x Rp. 90.000)PR CPPU0009 P1807-PC5290 06-05-09 Safety High Shoes KINGS ( 13 prs x Rp. 183.860 )

Sheet #17


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NO PR NO PO/CONTRACT DATE DESCRIPTIONNO

PR CPPU0001 P1807-PC5291 06-05-09 Sleeping Bag ( 11 nos x Rp. 300.000)PR CPPUF12014 P1807-PC5299 06-05-09 Kompas Suntoo ( 3 unit x Rp. 970.000 )PR CPPU0009 P1807-PC5304 06-05-09 Rain Coat Kanggoroo ( 6 pcs x Rp. 75.000 )PR CPPU0001 P1807-PC5319 06-05-09 Terpaulin Type A3 ( 2 pcs x Rp. 365.000 )PR CPPUF12015 P1807-PC5321 06-05-09 Snake Kit Serum ( 2 nos x Rp. 1.700.000 )

PR CPPUF12015 P1807-PC5321 06-05-09 First Aid Kit ( 6 nos x Rp. 145.000 )PR CPPUF12015 P1807-PC5321 06-05-09 Barricade Tape 500 m / roll ( 2 nos x Rp. 120.000 )PR CPPU0010 P1807-PC5292 06-05-09 Power Stabilizer 1.000 watt ( 2 unit x Rp. 280.000 )Expenses Claim 04889 15-05-09 Service Trafo dan Beli SekringPR CPPU0001 P1807-PC5245 04-11-09 Big Battery N70 (1 x Rp. 589.018)PR CPPU0007 P1807-PC5265 04-11-09 Toner for Printer HP Laser Jet 5 - Type 92298A ( 1 x

PR CSSE0002 P1807-PC5226 04-03-09 Rental Car Double Cabin period 22 Feb - 22 Apr '09

PR CSSE0008 P1807-PC5307 14-04-09

Rental Car Double Cabin period 23 Apr - 22 Oct '09

Rp. 7.000.000)

PR CSSEF120040 P1807-PC5463 18-11-09

Rental Car Double Cabin period 23 Oct '09 - 22 Jan

x Rp. 7.000.000)

Ferry Gunawan 10-03-09 ADV-RENTAL HOUSE AND POMPONG 30/1-28/2/0

Ferry Gunawan 10-03-09 ADVSETTL-RENTAL HOUSE AND POMPONG 30/1Ferry Gunawan 12-04-09 RENTAL HOUSE FOR PTI STAFF, POMPONG 28/2Ferry Gunawan 12-04-09 ADV REFUND RENT HOUSE FR PTI STAFF 40000Ferry Gunawan 08-05-09 BAYAR SEWA RUMAH, POMPONG 31MAR-30APRFerry Gunawan 08-05-09 REF ADV BAYAR SEWA RUMAH, POMPONG 31MFerry Gunawan 11-06-09 RENTAL POMPONG & HOURSE RENTAL FOR 30/Ferry Gunawan 11-06-09 RENTAL POMPONG & HOURSE RENTAL FOR 30/Ferry Gunawan 15-07-09 ADVANCE FR RENTAL HOUSE, POMPONG 9-30J

Ferry Gunawan 08-08-09 ADV RENTAL HOUSE 31JUN-30JULY09,RENTAL S

Ferry Gunawan 08-08-09

4000001402

Ferry Gunawan 10-09-09 ADV FOR RENTAL HOUSE, BIG POMPONG, SPEE

Ferry Gunawan 10-09-09

4000001752Ferry Gunawan 12-10-09 ADV SEWA RUMAH U/MESS KARYAWAN PER SE

Ferry Gunawan 12-10-09 SETTLE ADV SEWA RUMAH U/MESS KARYAWANFerry Gunawan 18-11-09 SEWA POMPONG U/PENGUKURAN PENGECEKAFerry Gunawan 18-11-09 ADV RENTAL POMPONG,SPEED BOAT & HOUSE

Mochamad Yusuf 20-08-09 ADVANCE RENTAL SPEED BOAT 0987Mochamad Yusuf 20-08-09 CONSUMABLE FOR PROJECT RUPAT&KUALA CI

Endro Pranowo 16-04-09 ADV -CONS. MATERIAL AT K.CINAKU -B/C R.FIBEEndro Pranowo 16-04-09 ADV STTLMNT-BY U/FISC 30.01-03.03.09-400000Endro Pranowo 12-05-09 ADVANCE FOR CONSUMABLE MATERIAL FR KUAEndro Pranowo 12-05-09 ADV SETTLEMENT CONSUMABLE MATERIAL 400Endro Pranowo 11-06-09 CONSUMABLES MATERIAL FOR KUALA CINAKUEndro Pranowo 11-06-09 ADV SETTL- CONSUMABLES MATERIAL KUALA CEndro Pranowo 13-07-09 ADVANCE FOR CONSUMBLES MATERIALS 0915Endro Pranowo 13-07-09 ADV REFUND FOR CONSUMBLES MATERIALS 09

Sheet #17


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NO PR NO PO/CONTRACT DATE DESCRIPTIONNO

Robby Arifin 15-08-09 ADVANCE FOR CONSUMABLES MATERIAL AT K

Robby Arifin 15-08-09

4000000223Sofyan 10-09-09 ADV CONSUMABLES MATERIALS FOR FISC-KUSofyan 10-09-09 ADV REFUND CONSUMABLES MATERIALS 4000Sofyan 10-09-09 ADV SETTLEMT CONSUMABLES MATERIAL 400Sofyan 12-10-09 ADV- CONSUMABLES MATERIAL FOR KUALA CSofyan 18-11-09 ADV CONSUMABLES MATERIALS AND OTHER K

PR CSSE0004 P1807-PC5269 15-03-09 Makan, minum & Cuci u/ 15 org Period Feb-Apr'09PR CSSE0004 P1807-PC5269 15-03-09 Makan, minum & Cuci u/ 15 org Period Feb-Apr'09

IV Sub Total

Sheet #17


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PROJECT : CIVIL CONSTRUCTION WORK for KUALA CENAK

CONTRACT NO. : P1807-5716-RF/IF-PHASE 1 + P1807-5716-RF/IF-P

COMPLETION DATE : 30 November 2009

A. PRELIMINARIES ( Road Construction ) Lot 1.00 533,044,747.04 533,044,747.04

B. ROAD CONSTRUCTION : 4.3 Km + 7.7 Km ( A. add +B. add+J.add+K.1 add+B. Phase-2+B.Phase-1 )

1 Land Clearing Ha 77.07 5,400,000.00 416,178,000.00

2 Dry Peat Shaping + Passing Line M 174,130.00 4,800.00 835,824,000.00 1483 Canal Digging :

- Sz 6m x 4m x 3m Rm 8,600.00 33,659.00 289,467,400.00 6

- Perimeter Cannal Sz 6m x 4m x 3m Rm 10,898.00 33,000.00 359,634,000.00

- Sz 12m x 10m x 3m Rm 17,460.00 64,500.00 1,126,170,000.00 12

- Sz 10m x 8m x 3m Rm 58,976.00 - 5

4 Geotextile + Passing Line M 78,856.00 3,500.00 275,996,000.00 128

5 Geogrid + Passing Line M 68,456.00 3,000.00 205,368,000.00 115

6 Gambangan M 10,400.00 10,800.00 112,320,000.00 6

7 Compacted Material + Passing Line M 35,839.00 75,050.00 2,689,716,950.00 8

8 Compacted Material + Passing Line M 8,935.80 71,389.35 637,920,953.73 1

9 Peat Dam Unit 8.00 25,000,000.00 200,000,000.00

10 Peat Filling M 8,900.00 4,000.00 35,600,000.00

11 Re Peat Shaping M 44,100.00 3,000.00 132,300,000.00

################ C PRELIMINARIES ( Jetty Construction ) Lot 1.00 109,714,291.94 109,714,291.94

D JETTY CONSTRUCTION SIZE : 110 M' x 75 M' ( C. add +D. add +F.add +G.add +B Phase-1 )

1 Land Clearing Ha 2.08 5,400,000.00 11,232,000.00

2 Jetty Excavation M 34,200.00 9,950.00 340,290,000.00 3

3 Dredging M 6,200.00 100,900.00 625,580,000.00

4 Cerocok Vertical Average Dia : 350 mm Rm 12,128.00 12,600.00 152,812,800.00

5 Cerocok Horizontal Average Dia : 350 mm Rm 610.00 8,500.00 5,185,000.00

6 Steel Wire Rope dia. 1" M 1,299.90 5,000.00 6,499,500.00

7 Cable Clamp and Turn Buckle dia. 1" Nos 20.00 1,500.00 30,000.00

8 Jetty Road ;

a. Dry Peat Shaping / Filling Ex Dredging M 4,581.00 4,800.00 21,988,800.00 1

b. Gambangan M 3,820.00 10,800.00 41,256,000.00

c. Peat Filling M 3,820.00 4,000.00 15,280,000.00 d. Geotextille M 3,820.00 3,500.00 13,370,000.00

e. Compacted Material M 927.55 75,050.00 69,612,627.50

f. Compacted Material M 2,368.32 71,389.35 169,072,825.39

9 Peat Dam Unit 2.00 25,000,000.00 50,000,000.00

10 Wooden Anchor dia. 225 mm x 10 m. long Rm 300.00 20,000.00 6,000,000.00

################

E PROJECT FACILITY ( C. Phase-1 )

1 Heli Pad Sz. 7 m x 7 m :

a. Land Clearing Ha 1.00 5,400,000.00 5,400,000.00

b. Dry Peat Shaping M 70.00 4,800.00 336,000.00

c. Gambangan M 49.00 10,800.00 529,200.00

d. Peat Filling M 49.00 4,000.00 196,000.00

e. Geotextile M 49.00 3,500.00 171,500.00

FINAL SETTLEMENT

NO. DESCRIPTION UNITContract

QUANTITY UNIT PRICE ( IDR ) AMOUNT ( IDR ) QU


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QUANTITY UNIT PRICE ( IDR ) AMOUNT ( IDR )

f. Compacted Material M 28.19 75,050.00 2,115,659.50

2 Stock Pile Sz. 100 m x 50 m :

a. Dry Peat Shaping M 5,300.00 4,800.00 25,440,000.00

3 Base Camp Sz. 50 m x 50 m :

a. Land Clearing Ha 0.25 5,400,000.00 1,350,000.00

35,538,359.50

F PRELIMINARIES ( TPK Construction ) Lot 1.00 78,226,792.34 78,226,792.34

G TPK CONSTRUCTION ( B.add + B.Pahse-1 )

1 Land Clearing Ha 12.43 5,400,000.00 67,122,000.00

2 Dry Peat Shaping M ######### 4,800.00 180,720,000.00

3 Canal Digging

Canal Digging Sz. 10m x 8m x 3m Rm 2,100.00 58,976.00 123,849,600.00

Canal Digging Sz. 12m x 10m x 3m Rm 1,342.00 64,500.00 86,559,000.00

4 Gambangan M ######### 10,800.00 315,792,000.00

5 Peat Filling M ######### 4,000.00 116,960,000.00

6 Geotextile M ######### 3,500.00 102,340,000.007 Compacted Material M 4,462.50 75,050.00 334,910,625.00

Compacted Material M ######### 71,389.35 1,046,082,423.42

8 Cerocok Vertical M' 6,300.00 12,600.00 79,380,000.00

9 Cerocok Horizontal M' 2,100.00 8,500.00 17,850,000.00

10 Peat Dam Unit 4.00 25,000,000.00 100,000,000.00

################

H PRELIMINARIES ( Aramco Construction ) Lot 1.00 43,392,860.67 43,392,860.67

I ARAMCO CONSTRUCTION (480 M) ( B.Pahse-1 )

1 Internal Dia 1000 x 2 mm M' 120.00 900,000.00 108,000,000.00

2 Internal Dia 1500 x 2 mm M' 120.00 1,080,000.00 129,600,000.00

280,992,860.67

J LAYDOWN AT JETTY AREA AND WEIGH BRIDGE ( E. add )

1 Hauling Hog M - - -2 Dry Peat Shapping M 6,634.00 4,800.00 31,843,200.00

3 Instalation of Geotextile M 1,512.00 3,500.00 5,292,000.00

4 Compacted Material M 933.12 71,389.35 66,614,830.27

103,750,030.27

K PARKING AREA SIZE 40 M x 55 M ( I. add )

1 Hauling Hog M - - -

2 Peat Shapping M 2,255.00 4,800.00 10,824,000.00

3 Instalation of Geotextile M 2,200.00 3,500.00 7,700,000.00

4 Compacted Material M 664.95 71,389.35 47,470,348.28

5 Time Sheet ( Supply HE for Haulig HOG at Parking ) Ls

65,994,348.28

L HOUSING ( SOIL FILLING 50 mm THICKNESS ( VARIES ) ( K.2 add )

1 Land Clearing M - By PTI -

2 Instalation of Gambangan M - 10,800.00 -

3 Dry Peat Shapping M - By PTI -

4 Instalation of Geotextile M - 3,500.00 -

5 Compacted Material M - 71,389.35 -

-

M STOCK PILE AREA ( L. add )

1 Instalation of Geotextile M - 3,500.00 -

-

L Discount ( as per contract 5716-RF/IF-PHASE 1 ) ls 1.00 (17,500,574.25) (17,500,574.25)

(17,500,574.25)

TOTAL 12,606,031,360.84


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QUANTITY UNIT PRICE ( IDR ) AMOUNT ( IDR ) QUA


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Sub Contractor : PT. Sarana Baja Perkasa

Contract No. : P1807-5716-RF/IF-CANAL Rev.0

Subject : Civil Construction of Canal and Peat dam at Kuala Cinaku

Completion Date : 13 January 2010

UNIT RATE AMOUNT AMOUNT

( IDR ) ( IDR ) ( IDR )

I ROAD CONSTRUCTION ( 4.3 KM )

A PRELIMINARIES.

1.Mobilization of all personnel, plants, crane and any other required equipment

and materials to carry out the work and to maintain them till job completion.Ls 1.00 300,000,000 300,000,000 1.00 300

actual cost kck infra after deduction-final 030310

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