Jl. Tenggilis Mejoyo AA – 2 Surabaya Telp. (031) 8410005 I Fax (031) 8431311 I Email : trisakticiptanusantara@yahoo.co.id

GENERAL CONTRACTOR, ARCHITECT, SUPPLIER

CIPTA NUSANTARA

TRISAKTI

Surabaya, 6 April 2015

Kepada Yth. PT. Puma energy 49th floor, Equity Tower, SCBD

Jl. Jend. Sudirman Kav.52, Jakarta, 12190

Att. : Mr. Jason Nge Subject : Revised anotation Attachment : Bill Of Quantity

Dear Mr. Jason, Herewith we Revise our anotation for Construction of Jetty in Samarinda in amount :

--- Rp. 4,007,750,000.00--

(four billion seven million seven hundred fifty thousand rupiah) including 10% VAT

The Bill Of Quantity are attached in this letter for your refference.

Thank you for giving us the opportunity to participate. We are looking forward to hearing good

news from you.

Regards,

Ir. Yulius Yudianto

Project : PUMA ENERGI SAMARINDA 2nd JETTY (option 2)

Location : SAMARINDA

Total

(Rp)

A Preliminary 647,500,000.00

B Jetty ( Dimension 6' m x 7 m' ) 1,557,103,099.39

C Steel Frame Bridge ( Walkway ) 349,390,436.40

D Wooden Dolken piles And Bambo Mattrass 452,650,000.00

E Container Bridge ( Walkway ) 501,967,066.24

F Miscellaneous 134,798,888.89

TOTAL PRICE 3,643,409,490.92

TAX ( 10 % ) 364,340,949.09

GRAND TOTAL 4,007,750,440.01

ROUNDED 4,007,750,000.00

SUMMARYLIST OF QUANTITY AND PRICE

PUMA ENERGI SAMARINDA 2nd JETTY

No. Description

Project : PUMA ENERGI SAMARINDA 2nd JETTY (option 2)Location : SAMARINDA

Unit Price Total

(Rp) (Rp)

A Preliminary

1 Mobilzation & Demobilization ls 1.00 300,000,000.00 300,000,000.00

2 Temporary office & toilet ls 1.00 50,000,000.00 50,000,000.00

3 Temporary storage for material ls 1.00 17,500,000.00 17,500,000.00

5 Electricity ls 1.00 30,000,000.00 30,000,000.00

6 Clean Water ls 1.00 15,000,000.00 15,000,000.00

7 Setting out and surveyor ls 1.00 35,000,000.00 35,000,000.00

8 Insurance CAR/TPL & Jamsostek ls 1.00 75,000,000.00 75,000,000.00

9 Engineering ls 1.00 25,000,000.00 25,000,000.00

10 Sea Transport ls 1.00 50,000,000.00 50,000,000.00

11 Dewatering ls 1.00 50,000,000.00 50,000,000.00

647,500,000.00

B Jetty ( Dimension 6' m x 7 m' )

1 Supply & delivery Steel pile, dia 812, t = 15mm m' 116.00 by Owner -

2 Supply & delivery Steel pipe, dia 508, t = 10.3 mm ( Bracing ) m' 105.00 1,644,500.00 172,672,500.00

3 Pile driving works at water area steel pipe, dia 812, t = 15mm ls 1.00 600,000,000.00 600,000,000.00

4 Dolly Stell Pile, L = 12 m' Point 4.00 30,000,000.00 120,000,000.00

5 Joint Of Steel Pile dia 812, t=15mm Pcs 8.00 900,000.00 7,200,000.00

6 Cutting of Steel pile dia 812, t=15mm Point 4.00 500,000.00 2,000,000.00

7 Steel Plate T. 20 mm (Cover Pile) Kg 401.99 50,000.00 20,099,552.39

8 Erection Steel pipe ( Bracing ), dia 508, t = 10.3 mm at Water Area m' 105.00 822,250.00 86,336,250.00

9 Hand Railing Steel pipe dia. 2" m' 24.00 1,500,000.00 36,000,000.00

10 Grating Platform m2 42.00 2,000,000.00 84,000,000.00

11 Concrete Pile Dia. 782 mm m3 4.80 5,000,000.00 24,002,317.00

12 Base plat and Anchor Fender ANP 300 E 1.0, L=3m' Pcs 2.00 10,000,000.00 20,000,000.00

13 Fender ANP 300 E 1.0, L=3m' Unit 4.00 50,000,000.00 200,000,000.00

14 Bolard 10 ton Unit 4.00 10,000,000.00 40,000,000.00

15 Laader Steel m' 7.00 1,000,000.00 7,000,000.00

16 Painting Steel Pipe

- Prime coat (Polyamide cured) Sigmacover 630 - 75 micron m2 260.48 200,000.00 52,096,240.00

- Finish coat (Polyamide coaltar epoxy) Sigmacover 300 - 400 micron m2 260.48 200,000.00 52,096,240.00

17 Painting Grating Platform

- Prime coat (Polyamide cured) Sigmacover 630 - 75 micron m2 84.00 200,000.00 16,800,000.00

- Finish coat (Polyamide coaltar epoxy) Sigmacover 300 - 400 micron m2 84.00 200,000.00 16,800,000.00

1,557,103,099.39

C Steel Frame Bridge ( Walkway )

1 Steel WF 250.125.6.9 Kg 1,398.60 30,000.00 41,958,000.00

2 Steel Holow 150.100.6 Kg 944.35 30,000.00 28,330,470.00

3 Steel Canal C 200.75.20.3,2 Kg 219.00 30,000.00 6,570,112.50

4 Steel L 120.120.8 Kg 1,673.00 30,000.00 50,189,989.50

5 Steel L 150.150.12 Kg 1,291.50 30,000.00 38,745,000.00

6 Plate t=12 mm (Gusset) Kg 903.44 30,000.00 27,103,125.00

7 Greating Plat Form m2 25.65 2,000,000.00 51,300,000.00

8 Cabel Tray m' 45.00 200,000.00 9,000,000.00

9 Base Plate t=20 mm kg 108.73 30,000.00 3,262,000.00

10 Anchor Base Plate pcs 16.00 150,000.00 2,400,000.00

11 Painting Steel Pipe ( ex. Marine )

- Prime coat (Polyamide cured) Sigmacover 630 - 75 micron Kg 6,538.62 3,000.00 19,615,869.70

- Finish coat (Polyamide coaltar epoxy) Sigmacover 300 - 400 micron Kg 6,538.62 3,000.00 19,615,869.70

12 Painting Greating Plat Form ( ex. Marine )

- Prime coat (Polyamide cured) Sigmacover 630 - 75 micron m2 51.30 500,000.00 25,650,000.00

- Finish coat (Polyamide coaltar epoxy) Sigmacover 300 - 400 micron m2 51.30 500,000.00 25,650,000.00

349,390,436.40

D Wooden Dolken piles And Bambo Mattrass

1 Excavation m3 200.00 100,000.00 20,000,000.00

2 Soil Filling m3 350.00 500,000.00 175,000,000.00

3 Dolken dia 0.075m - 0.10 m

- Supply and delivery dolken dia 0.075m - 0.10 m ( L = 6 m' ) point 141.00 250,000.00 35,250,000.00

- Driving Dolken dia 0.075 m - 0.10 m point 141.00 400,000.00 56,400,000.00

4 Bambo Matras Min. dia 100mm

- Supply and delivery, L=3m' pcs 550.00 200,000.00 110,000,000.00

- Instalation of Mattress m2 140.00 400,000.00 56,000,000.00

452,650,000.00

No. Description Unit Qty

Total Preliminary - A

LIST OF QUANTITY AND PRICEPUMA ENERGI SAMARINDA 2nd JETTY

Total Steel Bridge - D

Total Jetty ( Size 6' m x 7 m' ) - B

Total Steel Bridge - C

Project : PUMA ENERGI SAMARINDA 2nd JETTY (option 2)Location : SAMARINDA

Unit Price Total

(Rp) (Rp)No. Description Unit Qty

EContainer Bridge ( Walkway )

1 Box Base Plate, t=10 mm pcs 8.00 4,000,000.00 32,000,000.00

2 Stifner plate, t=10mm Kg 2,977.22 30,000.00 89,316,666.67

3 Base Plate, t=10 mm Kg 2,232.92 30,000.00 66,987,500.00

4 Steel WF 250.125.6.9 Kg 1,400.09 30,000.00 42,002,755.20

5 Steel Canal C 200.75.20.3,2 Kg 769.41 30,000.00 23,082,300.00

6 Hand Railing Steel pipe dia. 2" m' 45.40 1,500,000.00 68,100,000.00

7 Grating Platform m2 34.05 2,000,000.00 68,100,000.00

8 Painting Steel Pipe

- Prime coat (Polyamide cured) Sigmacover 630 - 75 micron Kg 7,379.64 3,000.00 22,138,922.19

- Finish coat (Polyamide coaltar epoxy) Sigmacover 300 - 400 micron Kg 7,379.64 3,000.00 22,138,922.19

9 Painting Greating Platform ( ex. Marine )

- Prime coat (Polyamide cured) Sigmacover 630 - 75 micron m2 68.10 500,000.00 34,050,000.00

- Finish coat (Polyamide coaltar epoxy) Sigmacover 300 - 400 micron m2 68.10 500,000.00 34,050,000.00

501,967,066.24

F Miscellaneous

1 Steel Pipe Dia 8' m' 106.40 750,000.00 79,800,000.00

2 The stand Pipe dia 8' pcs 58.00 517,222.22 29,998,888.89

3 Abutment ls 1.00 25,000,000.00 25,000,000.00

134,798,888.89

Total Steel Bridge - E

Total Container Bridge - F

STEEL PROFILE CHANGES

Due to unavailability in the market, there will be some adjustments on the

steel profile:

1. WF 200.100.5,5.8, with the following characteristics :

Jx = 1,84 cm4

A = 27,16 cm2

G = 184 cm3

Will be replaced by WF 250.125.6.9 with the following characteristics :

Jx = 4,05 cm4

A = 37,66 cm2

G = 324 cm3

2. C 150.65.20.3,2, with the following characteristics :

Ix = 332 cm4

A = 9,567 cm2

G = 44,3 cm3

Will be replaced by C 200.75.20.3,2 with the following characteristics :

Ix = 721 cm4

A = 11,81 cm2

G = 72,1 cm3

3. L 100.100.10, with the following characteristics :

Ix = 177 cm4

A = 19,2 cm2

G = 24,7 cm3

Will be replaced by L 120.120.8with the following characteristics :

Ix = 288 cm4

A = 21,1 cm2

G = 33 cm3

4. L 150.150.10, with the following characteristics :

Ix = 637 cm4

A = 29,5 cm2

G = 57,2 cm3

Will be replaced by L 150.150.12with the following characteristics :

Ix = 742 cm4

A = 34,9 cm2

G = 67,7 cm3