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(1)

BILL OF QUANTITY

Project Title :

Jetty 198 M Project at Rasau Kuning Owner :

Location :

No.

Work Description

Unit

Q'ty

I PREPARATION WORK

1 Mob & Demobilization ls 1.00

2 Site Clearing & Facility ls 1.00

3 Survey ls 1.00 II EARTH WORK 1 Excavation ( dredging ) m3 67,795.00 2 Excavation m3 2,184.00 3 Back Fill m3 1,310.00 4 Disposal m3 68,668.60 5 Rubble Stone m3 6,556.00

6 Filter Cloth ( Geotextile ) m2 5,244.80

III PILING WORK

1 Spun Pile driving ( off shore ) m 11,293.00 2 Spun Pile driving ( on shore ) m 1,035.00

3 Jointing ( off shore ) point 491.00

4 Jointing ( on shore ) point 45.00

5 Cut off dispose point 536.00

6 PDA Test point 3.00

IV CONSTRUCTION

A PRECAST BEAM

1 Form Work Expose ( on shore ) m2 8,154.69

2 Rebar kg 307,288.85

3 Concrete K-300 ( Early Setting) m3 1,853.66

4 Erection Precast Beam unit 846.00

B PRECAST SLAB

1 Form Work Expose ( on shore) m2 6,153.04

(2)

3 Concrete K-300 ( Early Setting ) m3 1,256.98

4 Erection Precast Slab unit 391.00

C CAST INSITU

1 Form Work Expose ( off shore) m2 7,580.62

2 Form Work Expose ( on shore) m2 657.97

3 Form Work Unexpose ( on shore ) m2 2,087.00

4 Rebar kg 1,182,627.30

5 Concrete K-300 ( off shore ) m3 4,306.84

6 Concrete K-300 ( on shore ) m3 559.87

7 Lean Concrete K-125 ( on shore ) m3 32.90

8 Epoxy Rexin Grout m2 119.49

9 Coating Floor m2 79.20

10 Steel Trowel Finish Floor m2 7,965.69

11 Curing Compounds m2 7,965.69

12 PVC Pipe Drainage dia 3"-500 pc 90.00

13 Drainage Cover (Grating) set 31.00

14 Install ex. Cutting Spun Pile set 556.00

V STEEL FENDER

A PILING WORK

1 Offshore Pile Driving m 1,104.00

2 Jointing ( off shore ) point 46.00

3 Steel Profile H-Beam kg 151,248.00

4 Sand Blasting m2 1,062.60 5 Epoxy Paint 1 m2 1,062.60 6 Epoxy Paint 2 m2 1,062.60 7 Epoxy Paint 3 m2 1,062.60 B STEEL WORK 1 Steel Structure kg 176,083.43 2 Sand Blasting m2 2,464.08 3 Epoxy Paint 1 m2 2,464.08 4 Epoxy Paint 2 m2 2,464.08 5 Epoxy Paint 3 m2 2,464.08

6 Cell Fender unit 46.00

7 KRFC Fender unit 43.00

8 Galvanized Anchor Bolt 1 pc 276.00

9 Galvanized Anchor Bolt 2 pc 525.00

10 Galvanized Anchor Bolt 3 pc 146.00

11 Ex. Tyre Installation m 552.00

12 set 552.00

13 Rail + Completed m 396.00

(3)
(4)

VI CONCRETE ROAD

1 Survey m2 2,704.00

2 Excavation m3 540.80

3 Disposal m3 540.80

4 Compaction ( Soil ) m2 2,704.00

5 Fill Base Coarse m3 780.00

6 Plastic Layer m2 2,496.00

7 Form Work Unexpose m2 166.00

8 BRC M8 kg 14,832.00

9 Rebar kg 51,726.40

10 Concrete K-300 (sB) ( Normal ) m3 624.00

11 Steel Trowel Finish Floor 1 m2 2,496.00

12 Curing Compounds m2 2,496.00

13 Fill Base Coarse m3 780.00

VII OTHER

1 Indirect Cost ls 1.00

2 CAR Insurance ls 1.00

TOTAL ROUNDED

(5)

BILL OF QUANTITY

Project Title :

Jetty 198 M Project at Rasau Kuning

Unit Price ( IDR) )

Price ( IDR )

Wage Material Wage

6,056,000,000.00 925,500,000.00 - 925,500,000.00 5,000,000,000.00 - 5,000,000,000.00 130,500,000.00 - 130,500,000.00 8,345,341,260.00 67,500.00 - 4,576,162,500.00 37,500.00 - 81,900,000.00 27,500.00 - 36,025,000.00 32,000.00 - 2,197,395,200.00 212,000.00 665,000.00 1,389,872,000.00 12,200.00 48,000.00 63,986,560.00 5,911,116,931.60 445,000.00 800,000.00 5,025,385,000.00 445,000.00 800,000.00 460,575,000.00 414,000.00 633,000.00 203,274,000.00 473,570.00 376,430.00 21,310,650.00 217,485.60 230,280.00 116,572,281.60 28,000,000.00 - 84,000,000.00 17,438,803,777.85 100,320.00 268,320.00 818,078,500.80 6,060.00 11,140.00 1,862,170,431.00 254,400.00 1,303,470.00 471,571,104.00 1,918,820.50 - 1,623,322,143.00 10,320.00 268,320.00 63,499,372.80 6,060.00 11,140.00 2,014,296,913.80

(6)

254,400.00 1,303,470.00 319,775,712.00 1,918,820.50 - 750,258,815.50 14,540.00 298,643.00 110,222,214.80 10,320.00 268,320.00 6,790,250.40 12,321.00 268,320.00 25,713,927.00 6,060.00 11,140.00 7,166,721,438.00 451,400.00 1,303,470.00 1,944,107,576.00 254,400.00 1,303,470.00 142,430,928.00 190,800.00 511,350.00 6,277,320.00 65,725.00 245,000.00 7,853,480.25 83,250.00 183,240.00 6,593,400.00 - 0.00 11,450.00 175,000.00 91,207,150.50 63,020.00 510,000.00 5,671,800.00 72,300.00 1,768,000.00 2,241,300.00 0.00 10,330,421,523.48 874,800.00 236,400.00 965,779,200.00 414,000.00 633,000.00 19,044,000.00 5,736.00 24,235.20 867,558,528.00 175,600.00 - 186,592,560.00 405,000.00 216,000.00 430,353,000.00 405,000.00 216,000.00 430,353,000.00 405,000.00 216,000.00 430,353,000.00 5,736.00 24,235.20 1,010,014,554.48 175,600.00 - 432,692,448.00 405,000.00 216,000.00 997,952,400.00 405,000.00 216,000.00 997,952,400.00 405,000.00 216,000.00 997,952,400.00 32,450,000.00 172,456,000.00 1,492,700,000.00 23,450,000.00 52,345,000.00 1,008,350,000.00 1,243.00 16,400.00 343,068.00 1,143.00 15,750.00 600,075.00 1,705.00 21,230.00 248,930.00 0.00 0.00 124,000.00 645,000.00 49,104,000.00

(7)
(8)

1,182,264,382.00 15,000.00 - 40,560,000.00 37,500.00 - 20,280,000.00 32,000.00 - 17,305,600.00 42,300.00 - 114,379,200.00 246,797.00 146,436.00 192,501,660.00 1,200.00 8,000.00 2,995,200.00 12,321.00 268,320.00 2,045,286.00 2,756.00 7,500.00 40,876,992.00 6,060.00 11,140.00 313,461,984.00 254,400.00 1,303,470.00 158,745,600.00 23,250.00 - 58,032,000.00 11,450.00 175,000.00 28,579,200.00 246,797.00 146,436.00 192,501,660.00 22,778,262,746.39 16,450,967,539.06 - 16,450,967,539.06 6,327,295,207.33 - 6,327,295,207.33 TOTAL 72,042,210,621.32 ROUNDED

(9)

BILL OF QUANTITY

Project Title :

Jetty 198 M Project at Rasau Kuning

Price ( IDR )

Material Sub Total

6,056,000,000.00

-4,611,490,400.00 12,956,831,660.00 -4,359,740,000.00 251,750,400.00 10,313,572,430.00 16,224,689,361.60 9,034,400,000.00 828,000,000.00 310,803,000.00 16,939,350.00 123,430,080.00 -39,093,546,143.36 56,532,349,921.21 2,188,066,420.80 3,423,197,789.00 2,416,190,200.20 -1,650,983,692.80 3,702,849,442.20

(10)

1,638,435,720.60 -2,263,899,098.66 176,546,510.40 559,983,840.00 13,174,468,122.00 5,613,836,734.80 729,773,748.90 16,823,415.00 29,275,050.00 14,512,608.00 -1,393,995,750.00 45,900,000.00 54,808,000.00 0.00 21,032,760,642.34 31,363,182,165.82 260,985,600.00 29,118,000.00 3,665,525,529.60 -229,521,600.00 229,521,600.00 229,521,600.00 4,267,417,142.74 -532,241,280.00 532,241,280.00 532,241,280.00 7,932,976,000.00 2,250,835,000.00 4,526,400.00 8,268,750.00 3,099,580.00 0.00 0.00 255,420,000.00

(11)
(12)

2,230,586,656.00 3,412,851,038.00

-114,220,080.00 19,968,000.00 44,541,120.00 111,240,000.00 576,232,096.00 813,365,280.00 -436,800,000.00 114,220,080.00 0 22,778,262,746.39

-77,281,956,271.70 149,324,166,893.02 157,089,600,000.00

(13)

Date : Revision :

Remark

Incl. Heavy Equipmnet All by Contractor

Incl. Constr, Survey, and Sonding

for off shore by clamp cheel for on shore

select good soil max. 7 km ( at landfill )

Good Stone dia 500mm @ 50 kg Polyelth TS-500,

Spun pile dia 600mm Type C (15 + 8) Spun pile dia 600mm Type C (15 + 8) for spun pile

for spun pile for spun pile 3 x arrival

Used plywood 9mm, incl. frame deform bar, U32, SNI

Lowerst Structure (Composition with trength) incl. waste All eqp. By contractor

Used plywood 9mm, incl. frame deform bar, U32, SNI

(14)

Lowerst Structure (Composition with strength) incl. waste All eqp. By contractor

Used plywood 9mm, incl. frame Used plywood 9mm, incl. frame Used plywood 9mm, incl. frame deform bar, U32, SNI

for cast insitu

for precast, road, retaining wall

for base plate crane rail ( heavy duty ) for cable line ( t= 400 mc )

use floor hardener by Antisol S for floor

( 900x2000x130) for floor

Steel Profile H-Beam Steel Profile H-Beam SS41

for new material

Primer 1 Layer 100 Micron Intermediate 1 Layer 100 Micron

Top Coat Asphaltic Polyurethane, 1 Layer 50 Micron Fabrication + Installation, SS41

for new material

Primer 1 Layer 100 Micron Intermediate 1 Layer 100 Micron

Top Coat Asphaltic Polyurethane, 1 Layer 50 Micron Type KCEF 800 Type 200 x 200 x 1300mm ø 25mm x 900mm + 2 nuts ø 24mm x 350mm + 2 nuts dia 32-1000 dia 1000mm for tyre

Rail CR.73, incl. anchor bolt

lowerst Structure (Composition normally) incl. waste, slump 12mm

(15)
(16)

skilled surveyor

for total exc. Is more than 25 m3 per layer, by slumper

Polyurithene

Used plywood 4 mm, incl. frame

> 6m, incl. wire rope

exclude floor hardener ( use machine trowel) use standard product like Antisol

wage t= 30 cm and compacted

wage, each t=30 cm (total = 60 cm), must be compacted, material & transportation by contractor

2,1 x 5,4 M @61,79 kg (Base on bar bending schedule incl. waste material)

Lowerst Structure ( all by Contractor incl. vibrator, curing & delivery)

(17)

BILL OF QUANTITY

Project Title :

Jetty 198 M Project at Rasau Kuning Owner :

Location :

No.

Work Description

Unit

Q'ty

I PREPARATION WORK

1 Mob & Demobilization ls 1.00

2 Site Clearing & Facility ls 1.00

3 Survey ls 1.00 II EARTH WORK 1 Excavation ( dredging ) m3 67,795.00 2 Excavation m3 2,184.00 3 Back Fill m3 1,310.00 4 Disposal m3 68,668.60 5 Rubble Stone m3 6,556.00

6 Filter Cloth ( Geotextile ) m2 5,244.80

III PILING WORK

1 Spun Pile driving ( off shore ) m 11,293.00 2 Spun Pile driving ( on shore ) m 1,035.00

3 Jointing ( off shore ) point 491.00

4 Jointing ( on shore ) point 45.00

5 Cut off dispose point 536.00

6 PDA Test point 3.00

IV CONSTRUCTION

A PRECAST BEAM

1 Form Work Expose ( on shore ) m2 8,154.69

2 Rebar kg 307,288.85

3 Concrete K-300 ( Early Setting) m3 1,853.66

4 Erection Precast Beam unit 846.00

B PRECAST SLAB

1 Form Work Expose ( on shore) m2 6,153.04

(18)

3 Concrete K-300 ( Early Setting ) m3 1,256.98

4 Erection Precast Slab unit 391.00

C CAST INSITU

1 Form Work Expose ( off shore) m2 7,580.62

2 Form Work Expose ( on shore) m2 657.97

3 Form Work Unexpose ( on shore ) m2 2,087.00

4 Rebar kg 1,182,627.30

5 Concrete K-300 ( off shore ) m3 4,306.84

6 Concrete K-300 ( on shore ) m3 559.87

7 Lean Concrete K-125 ( on shore ) m3 32.90

8 Epoxy Rexin Grout m2 119.49

9 Coating Floor m2 79.20

10 Steel Trowel Finish Floor m2 7,965.69

11 Curing Compounds m2 7,965.69

12 PVC Pipe Drainage dia 3"-500 pc 90.00

13 Drainage Cover (Grating) set 31.00

14 Install ex. Cutting Spun Pile set 556.00

V STEEL FENDER

A PILING WORK

1 Offshore Pile Driving m 1,104.00

2 Jointing ( off shore ) point 46.00

3 Steel Profile H-Beam kg 151,248.00

4 Sand Blasting m2 1,062.60 5 Epoxy Paint 1 m2 1,062.60 6 Epoxy Paint 2 m2 1,062.60 7 Epoxy Paint 3 m2 1,062.60 B STEEL WORK 1 Steel Structure kg 176,083.43 2 Sand Blasting m2 2,464.08 3 Epoxy Paint 1 m2 2,464.08 4 Epoxy Paint 2 m2 2,464.08 5 Epoxy Paint 3 m2 2,464.08

6 Cell Fender unit 46.00

7 KRFC Fender unit 43.00

8 Galvanized Anchor Bolt 1 pc 276.00

9 Galvanized Anchor Bolt 2 pc 525.00

10 Galvanized Anchor Bolt 3 pc 146.00

11 Ex. Tyre Installation m 552.00

12 set 552.00

13 Rail + Completed m 396.00

(19)
(20)

VI CONCRETE ROAD

1 Survey m2 2,704.00

2 Excavation m3 540.80

3 Disposal m3 540.80

4 Compaction ( Soil ) m2 2,704.00

5 Fill Base Coarse m3 780.00

6 Plastic Layer m2 2,496.00

7 Form Work Unexpose m2 166.00

8 BRC M8 kg 14,832.00

9 Rebar kg 51,726.40

10 Concrete K-300 (sB) ( Normal ) m3 624.00

11 Steel Trowel Finish Floor 1 m2 2,496.00

12 Curing Compounds m2 2,496.00

13 Fill Base Coarse m3 780.00

VII OTHER

1 Indirect Cost ls 1.00

2 CAR Insurance ls 1.00

TOTAL ROUNDED

(21)

BILL OF QUANTITY

Project Title :

Jetty 198 M Project at Rasau Kuning

Unit Price ( IDR) )

Price ( IDR )

Wage Material Wage

6,056,000,000.00 925,500,000.00 - 925,500,000.00 5,000,000,000.00 - 5,000,000,000.00 130,500,000.00 - 130,500,000.00 8,145,383,260.00 67,500.00 - 4,576,162,500.00 37,500.00 - 81,900,000.00 27,500.00 - 36,025,000.00 32,000.00 - 2,197,395,200.00 181,500.00 423,500.00 1,189,914,000.00 12,200.00 48,000.00 63,986,560.00 4,385,123,144.00 325,450.00 775,623.00 3,675,306,850.00 325,450.00 775,623.00 336,840,750.00 124,125.00 289,625.00 60,945,375.00 124,125.00 289,625.00 5,585,625.00 423,404.00 - 226,944,544.00 26,500,000.00 - 79,500,000.00 18,026,085,206.41 65,423.00 97,220.00 533,504,283.87 6,060.00 11,140.00 1,862,170,431.00 254,400.00 1,303,470.00 471,571,104.00 1,918,820.50 - 1,623,322,143.00 65,423.00 97,220.00 402,550,335.92 6,060.00 11,140.00 2,014,296,913.80

(22)

254,400.00 1,303,470.00 319,775,712.00 1,918,820.50 - 750,258,815.50 65,423.00 97,220.00 495,946,902.26 65,423.00 97,220.00 43,046,371.31 65,423.00 97,220.00 136,537,801.00 6,060.00 11,140.00 7,166,721,438.00 451,400.00 1,303,470.00 1,944,107,576.00 254,400.00 1,303,470.00 142,430,928.00 190,800.00 511,350.00 6,277,320.00 65,725.00 245,000.00 7,853,480.25 83,250.00 183,240.00 6,593,400.00 - 0.00 11,450.00 175,000.00 91,207,150.50 63,020.00 510,000.00 5,671,800.00 72,300.00 1,768,000.00 2,241,300.00 - 0.00 5,864,248,045.24 325,540.00 - 359,396,160.00 124,125.00 289,625.00 5,709,750.00 5,736.00 14,235.20 867,558,528.00 115,430.00 - 122,655,918.00 405,000.00 216,000.00 430,353,000.00 405,000.00 216,000.00 430,353,000.00 405,000.00 216,000.00 430,353,000.00 5,736.00 14,235.20 1,010,014,554.48 115,430.00 - 284,428,754.40 73,164.00 48,776.00 180,281,949.12 73,164.00 48,776.00 180,281,949.12 73,164.00 48,776.00 180,281,949.12 16,750,000.00 164,750,000.00 770,500,000.00 11,243,500.00 52,345,000.00 483,470,500.00 1,243.00 16,400.00 343,068.00 1,143.00 15,750.00 600,075.00 1,705.00 21,230.00 248,930.00 0.00 0.00 290,250.00 354,750.00 114,939,000.00

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(24)

1,191,079,314.00 15,000.00 - 40,560,000.00 37,500.00 - 20,280,000.00 32,000.00 - 17,305,600.00 42,300.00 - 114,379,200.00 246,797.00 146,436.00 192,501,660.00 1,200.00 8,000.00 2,995,200.00 65,423.00 97,220.00 10,860,218.00 2,756.00 7,500.00 40,876,992.00 6,060.00 11,140.00 313,461,984.00 254,400.00 1,303,470.00 158,745,600.00 23,250.00 - 58,032,000.00 11,450.00 175,000.00 28,579,200.00 246,797.00 146,436.00 192,501,660.00 15,262,892,017.99 11,992,272,299.85 - 11,992,272,299.85 3,270,619,718.14 - 3,270,619,718.14 TOTAL 58,930,810,987.64 ROUNDED

(25)

BILL OF QUANTITY

Project Title :

Jetty 198 M Project at Rasau Kuning

Price ( IDR )

Material Sub Total

6,056,000,000.00 - - - 3,028,216,400.00 11,173,599,660.00 - - - - 2,776,466,000.00 251,750,400.00 9,717,119,344.00 14,102,242,488.00 8,759,110,539.00 802,769,805.00 142,205,875.00 13,033,125.00 - - 34,648,917,951.10 52,675,003,157.51 792,798,961.80 3,423,197,789.00 4,300,000.00 2,416,190,200.20 5,857,870.00 - 598,198,548.80 3,702,849,442.20

(26)

1,638,435,720.60 - 736,987,876.40 63,967,843.40 202,898,140.00 13,174,468,122.00 5,613,836,734.80 729,773,748.90 16,823,415.00 29,275,050.00 14,512,608.00 - 1,393,995,750.00 45,900,000.00 54,808,000.00 - 15,756,300,550.58 21,620,548,595.82 -13,322,750.00 2,153,045,529.60 -229,521,600.00 229,521,600.00 229,521,600.00 2,506,582,842.74 -120,187,966.08 120,187,966.08 120,187,966.08 7,578,500,000.00 2,250,835,000.00 4,526,400.00 8,268,750.00 3,099,580.00 0.00 0.00 140,481,000.00

(27)
(28)

2,202,184,056.00 3,393,263,370.00

-114,220,080.00 19,968,000.00 16,138,520.00 111,240,000.00 576,232,096.00 813,365,280.00 -436,800,000.00 114,220,080.00 0 15,262,892,017.99

-65,352,738,301.68 124,283,549,289.31

(29)

Date : Revision :

Remark

Incl. Heavy Equipmnet All by Contractor

Incl. Constr, Survey, and Sonding

for off shore by clamp cheel for on shore

select good soil max. 7 km ( at landfill )

Good Stone dia 500mm @ 50 kg Polyelth TS-500,

Spun pile dia 600mm Type C (15 + 8) Spun pile dia 600mm Type C (15 + 8) for spun pile

for spun pile for spun pile 3 x arrival

Used plywood 9mm, incl. frame deform bar, U32, SNI

Lowerst Structure (Composition with trength) incl. waste All eqp. By contractor

Used plywood 9mm, incl. frame deform bar, U32, SNI

(30)

Lowerst Structure (Composition with strength) incl. waste All eqp. By contractor

Used plywood 9mm, incl. frame Used plywood 9mm, incl. frame Used plywood 9mm, incl. frame deform bar, U32, SNI

for cast insitu

for precast, road, retaining wall

for base plate crane rail ( heavy duty ) for cable line ( t= 400 mc )

use floor hardener by Antisol S for floor

( 900x2000x130) for floor

Steel Profile H-Beam Steel Profile H-Beam SS41

for new material

Primer 1 Layer 100 Micron Intermediate 1 Layer 100 Micron

Top Coat Asphaltic Polyurethane, 1 Layer 50 Micron Fabrication + Installation, SS41

for new material

Primer 1 Layer 100 Micron Intermediate 1 Layer 100 Micron

Top Coat Asphaltic Polyurethane, 1 Layer 50 Micron Type KCEF 800 Type 200 x 200 x 1300mm ø 25mm x 900mm + 2 nuts ø 24mm x 350mm + 2 nuts dia 32-1000 dia 1000mm for tyre

Rail CR.73, incl. anchor bolt

lowerst Structure (Composition normally) incl. waste, slump 12mm

(31)
(32)

skilled surveyor

for total exc. Is more than 25 m3 per layer, by slumper

Polyurithene

Used plywood 4 mm, incl. frame

> 6m, incl. wire rope

exclude floor hardener ( use machine trowel) use standard product like Antisol

wage t= 30 cm and compacted

Overhead (5%), Profit (3%), HSE (1%), Contigency (2%) 3% from total project cost

wage, each t=30 cm (total = 60 cm), must be compacted, material & transportation by contractor

2,1 x 5,4 M @61,79 kg (Base on bar bending schedule incl. waste material)

Lowerst Structure ( all by Contractor incl. vibrator, curing & delivery)

(33)

BILL OF QUANTITY

Project Title :

Jetty 198 M Project at Rasau Kuning Owner :

Location :

No.

Work Description

Unit

Q'ty

I PREPARATION WORK

1 Mob & Demobilization ls 1.00

2 Site Clearing & Facility ls 1.00

3 Survey ls 1.00 II EARTH WORK 1 Excavation ( dredging ) m3 51,120.05 2 Excavation m3 1,082.76 3 Back Fill m3 1,280.00 4 Disposal m3 69,020.00 5 Rubble Stone m3 5,032.71

6 Filter Cloth ( Geotextile ) m2 4,063.36

III PILING WORK

1 Spun Pile driving ( off shore ) m 11,293.00 2 Spun Pile driving ( on shore ) m 1,035.00

3 Jointing ( off shore ) point 492.00

4 Jointing ( on shore ) point 45.00

5 Cut off dispose point 536.00

6 PDA Test point 3.00

IV CONSTRUCTION

A PRECAST BEAM

1 Form Work Expose ( on shore ) m2 12,823.14

2 Rebar kg 306,627.00

3 Concrete K-300 ( Early Setting) m3 1,741.21

4 Erection Precast Beam unit 846.00

B PRECAST SLAB

1 Form Work Expose ( on shore) m2 6,417.45

(34)

3 Concrete K-300 ( Early Setting ) m3 1,254.83

4 Erection Precast Slab unit 391.00

C CAST INSITU

1 Form Work Expose ( off shore) m2 7,312.54

2 Form Work Expose ( on shore) m2 687.23

3 Form Work Unexpose ( on shore ) m2 2,223.00

4 Rebar kg 1,359,018.00

5 Concrete K-300 ( off shore ) m3 4,230.00

6 Concrete K-300 ( on shore ) m3 553.00

7 Lean Concrete K-125 ( on shore ) m3 31.75

8 Epoxy Rexin Grout m2 118.75

9 Coating Floor m2 79.20

10 Steel Trowel Finish Floor m2 7,965.69

11 Curing Compounds m2 7,965.69

12 PVC Pipe Drainage dia 3"-500 pc 90.00

13 Drainage Cover (Grating) set 31.00

14 Install ex. Cutting Spun Pile set 556.00

V STEEL FENDER

A PILING WORK

1 Offshore Pile Driving m 138.00

2 Jointing ( off shore ) point 46.00

3 Steel Profile H-Beam kg 153,457.00

4 Sand Blasting m2 1,065.00 5 Epoxy Paint 1 m2 1,065.00 6 Epoxy Paint 2 m2 1,065.00 7 Epoxy Paint 3 m2 1,065.00 B STEEL WORK 1 Steel Structure kg 174,876.34 2 Sand Blasting m2 2,578.45 3 Epoxy Paint 1 m2 2,578.45 4 Epoxy Paint 2 m2 2,578.45 5 Epoxy Paint 3 m2 2,578.45

6 Cell Fender unit 46.00

7 KRFC Fender unit 43.00

8 Galvanized Anchor Bolt 1 pc 276.00

9 Galvanized Anchor Bolt 2 pc 525.00

10 Galvanized Anchor Bolt 3 pc 146.00

11 Ex. Tyre Installation m 552.00

12 set 552.00

13 Rail + Completed m 396.00

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VI CONCRETE ROAD

1 Survey m2 2,704.00

2 Excavation m3 552.54

3 Disposal m3 552.54

4 Compaction ( Soil ) m2 2,653.21

5 Fill Base Coarse m3 774.00

6 Plastic Layer m2 2,502.00

7 Form Work Unexpose m2 174.00

8 BRC M8 kg 14,832.00

9 Rebar kg

10 Concrete K-300 (sB) ( Normal ) m3 614.00

11 Steel Trowel Finish Floor 1 m2 2,587.00

12 Curing Compounds m2 2,587.00

13 Fill Base Coarse m3 774.00

VII OTHER

1 Indirect Cost ls 1.00

2 CAR Insurance ls 1.00

TOTAL ROUNDED

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BILL OF QUANTITY

Project Title :

Jetty 198 M Project at Rasau Kuning

Unit Price ( IDR) )

Price ( IDR )

Wage Material Wage

6,056,000,000.00 925,500,000.00 - 925,500,000.00 5,000,000,000.00 - 5,000,000,000.00 130,500,000.00 - 130,500,000.00 6,851,555,568.70 67,500.00 - 3,450,603,645.00 37,500.00 - 40,603,612.50 27,500.00 - 35,200,000.00 32,000.00 - 2,208,640,000.00 212,000.00 665,000.00 1,066,935,368.00 12,200.00 48,000.00 49,572,943.20 11,007,038,331.60 874,800.00 236,400.00 9,879,116,400.00 678,600.00 221,400.00 702,351,000.00 414,000.00 633,000.00 203,688,000.00 473,570.00 376,430.00 21,310,650.00 217,485.60 230,280.00 116,572,281.60 28,000,000.00 - 84,000,000.00 19,242,970,035.05 100,320.00 268,320.00 1,286,417,404.80 6,060.00 15,549.60 1,858,159,620.00 254,400.00 1,303,470.00 442,964,332.80 1,918,820.50 - 1,623,322,143.00 10,320.00 268,320.00 66,228,084.00 6,060.00 15,549.60 1,984,353,060.00

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254,400.00 1,303,470.00 319,227,480.00 1,918,820.50 - 750,258,815.50 14,540.00 298,643.00 106,324,331.60 10,320.00 268,320.00 7,092,213.60 12,321.00 268,320.00 27,389,583.00 6,060.00 15,549.60 8,235,649,080.00 451,400.00 1,303,470.00 1,909,422,000.00 254,400.00 1,303,470.00 140,683,200.00 190,800.00 511,350.00 6,057,900.00 65,725.00 245,000.00 7,804,843.75 83,250.00 183,240.00 6,593,400.00 23,250.00 - 185,202,292.50 11,450.00 175,000.00 91,207,150.50 63,020.00 510,000.00 5,671,800.00 72,300.00 1,768,000.00 2,241,300.00 325,000.00 180,700,000.00 9,653,492,041.24 874,800.00 236,400.00 120,722,400.00 414,000.00 633,000.00 19,044,000.00 5,736.00 24,235.20 880,229,352.00 175,600.00 - 187,014,000.00 405,000.00 216,000.00 431,325,000.00 405,000.00 216,000.00 431,325,000.00 405,000.00 216,000.00 431,325,000.00 5,736.00 24,235.20 1,003,090,686.24 175,600.00 - 452,775,820.00 405,000.00 216,000.00 1,044,272,250.00 405,000.00 216,000.00 1,044,272,250.00 405,000.00 216,000.00 1,044,272,250.00 32,450,000.00 172,456,000.00 1,492,700,000.00 23,450,000.00 52,345,000.00 1,008,350,000.00 1,243.00 16,400.00 343,068.00 1,143.00 15,750.00 600,075.00 1,705.00 21,230.00 248,930.00 0.00 0.00 124,000.00 645,000.00 49,104,000.00

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865,227,815.00 15,000.00 - 40,560,000.00 37,500.00 - 20,720,250.00 32,000.00 - 17,681,280.00 42,300.00 - 112,230,783.00 246,797.00 146,436.00 191,020,878.00 1,200.00 8,000.00 3,002,400.00 12,321.00 268,320.00 2,143,854.00 2,756.00 7,500.00 40,876,992.00 6,060.00 15,549.60 - 254,400.00 1,303,470.00 156,201,600.00 23,250.00 - 60,147,750.00 11,450.00 175,000.00 29,621,150.00 246,797.00 146,436.00 191,020,878.00 24,109,957,349.15 17,412,746,974.38 - 17,412,746,974.38 6,697,210,374.76 - 6,697,210,374.76 TOTAL 77,786,241,140.74 ROUNDED

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BILL OF QUANTITY

Project Title :

Jetty 198 M Project at Rasau Kuning

Price ( IDR )

Material Sub Total

6,056,000,000.00

-3,541,795,898.00 10,393,351,466.70 -3,346,754,810.00 195,041,088.00 3,350,619,630.00 14,357,657,961.60 2,669,665,200.00 229,149,000.00 311,436,000.00 16,939,350.00 123,430,080.00 -50,813,479,296.11 70,056,449,331.16 3,440,704,924.80 4,767,927,199.20 2,269,617,605.64 -1,721,930,184.00 5,091,732,069.60

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1,635,626,742.75 -2,183,838,883.22 184,397,553.60 596,475,360.00 21,132,186,292.80 5,513,678,100.00 720,818,910.00 16,235,362.50 29,093,750.00 14,512,608.00 -1,393,995,750.00 45,900,000.00 54,808,000.00 0.00 20,904,346,691.57 30,557,838,732.81 32,623,200.00 29,118,000.00 3,719,061,086.40 -230,040,000.00 230,040,000.00 230,040,000.00 4,238,163,075.17 -556,945,200.00 556,945,200.00 556,945,200.00 7,932,976,000.00 2,250,835,000.00 4,526,400.00 8,268,750.00 3,099,580.00 0.00 0.00 255,420,000.00

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1,657,682,188.00 2,522,910,003.00

-113,341,464.00 20,016,000.00 46,687,680.00 111,240,000.00 0.00 800,330,580.00 -452,725,000.00 113,341,464.00 0 24,109,957,349.15

-80,267,923,703.68 158,054,164,844.42 158,054,164,844.42

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Date : Revision :

Remark

Incl. Heavy Equipmnet All by Contractor

Incl. Constr, Survey, and Sonding

for off shore by clamp cheel for on shore

select good soil max. 7 km ( at landfill )

Good Stone dia 500mm @ 50 kg Polyelth TS-500,

Spun pile dia 600mm Type C (15 + 8) Spun pile dia 600mm Type C (15 + 8) for spun pile

for spun pile for spun pile 3 x arrival

Used plywood 9mm, incl. frame deform bar, U32, SNI

Lowerst Structure (Composition with trength) incl. waste All eqp. By contractor

Used plywood 9mm, incl. frame deform bar, U32, SNI

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Lowerst Structure (Composition with strength) incl. waste All eqp. By contractor

Used plywood 9mm, incl. frame Used plywood 9mm, incl. frame Used plywood 9mm, incl. frame deform bar, U32, SNI

for cast insitu

for precast, road, retaining wall

for base plate crane rail ( heavy duty ) for cable line ( t= 400 mc )

use floor hardener by Antisol S for floor

( 900x2000x130) for floor

Steel Profile H-Beam Steel Profile H-Beam SS41

for new material

Primer 1 Layer 100 Micron Intermediate 1 Layer 100 Micron

Top Coat Asphaltic Polyurethane, 1 Layer 50 Micron Fabrication + Installation, SS41

for new material

Primer 1 Layer 100 Micron Intermediate 1 Layer 100 Micron

Top Coat Asphaltic Polyurethane, 1 Layer 50 Micron Type KCEF 800 Type 200 x 200 x 1300mm ø 25mm x 900mm + 2 nuts ø 24mm x 350mm + 2 nuts dia 32-1000 dia 1000mm for tyre

Rail CR.73, incl. anchor bolt

lowerst Structure (Composition normally) incl. waste, slump 12mm

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skilled surveyor

for total exc. Is more than 25 m3 per layer, by slumper

Polyurithene

Used plywood 4 mm, incl. frame

> 6m, incl. wire rope

exclude floor hardener ( use machine trowel) use standard product like Antisol

wage t= 30 cm and compacted

Overhead (5%), Profit (3%), HSE (1%), Contigency (4%) 5% from total project cost

wage, each t=30 cm (total = 60 cm), must be compacted, material & transportation by contractor

2,1 x 5,4 M @61,79 kg (Base on bar bending schedule incl. waste material)

Lowerst Structure ( all by Contractor incl. vibrator, curing & delivery)

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ANALISA HARGA SATUAN PEKERJAAN

JENIS PEKERJAAN : MOBILISASI DAN DEMOBILISASI ALAT BERAT

HARGA SATUAN/LUMSUM :

No U R A I A N SATUAN

1 Crane 45 ton bh

2 Hammer Diesel + Leader bh

3 Ponton bh

4 Dump Truck bh

5 Excavator bh

6 Buldozer bh

7 Service Crane 25 ton bh

8 Genset bh 9 Compressor bh 10 Vibrator bh 11 Water Pump bh 12 Mesin Las bh 13 Theodolite bh 14 Waterpass bh 15 Concrete Mixer bh

JENIS PEKERJAAN : MOBILISASI DAN DEMOBILISASI

HARGA SATUAN/LUMSUM :

No U R A I A N SATUAN

1 Mob. dan Demobilisasi Ret

2 Personil ORG

3 Mob. dan Demobilisasi Pemborong Lot

4 Akomodasi Perjalanan ORG

5 Akomodasi Selama di Site 180 hari ORG

6 Sewa Mobil Ford Ranger Lot

7 Messing Karyawan Lot

JENIS PEKERJAAN : PEMBERSIHAN LAPANGAN

HARGA SATUAN/LUMSUM :

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No U R A I A N SATUAN

1 Mandor OH

2 Kepala Tukang OH

3 Tukang OH

4 Pembantu Tukang OH

5 Alat Bantu Lot

JENIS PEKERJAAN : PENGUKURAN DAN POSITIONING

HARGA SATUAN/ LUMPSUM :

No U R A I A N SATUAN 1. PERALATAN - Waterpass hari - Theodolite hari 2. UPAH - Pekerja hari

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ANALISA HARGA SATUAN PEKERJAAN

: MOBILISASI DAN DEMOBILISASI ALAT BERAT

: Rp 344,500,000.00

KWANTITAS HARGA SATUAN JUMLAH

(Rp.) (Rp.) 1.00 30,000,000.00 30,000,000.00 1.00 26,400,000.00 26,400,000.00 2.00 79,200,000.00 158,400,000.00 5.00 4,800,000.00 24,000,000.00 1.00 4,800,000.00 4,800,000.00 1.00 4,800,000.00 4,800,000.00 2.00 26,400,000.00 52,800,000.00 1.00 3,000,000.00 3,000,000.00 1.00 3,000,000.00 3,000,000.00 3.00 3,000,000.00 9,000,000.00 1.00 1,200,000.00 1,200,000.00 1.00 3,600,000.00 3,600,000.00 2.00 6,500,000.00 13,000,000.00 1.00 4,000,000.00 4,000,000.00 2.00 3,250,000.00 6,500,000.00 T O T A L 344,500,000.00 : MOBILISASI DAN DEMOBILISASI

: Rp 581,000,000.00

KWANTITAS HARGA SATUAN JUMLAH

(Rp.) (Rp.) 2.00 7,500,000.00 15,000,000.00 8.00 12,000,000.00 96,000,000.00 1.00 25,000,000.00 25,000,000.00 1.00 24,000,000.00 24,000,000.00 8.00 35,000,000.00 280,000,000.00 6.00 20,000,000.00 120,000,000.00 7.00 3,000,000.00 21,000,000.00 T O T A L 581,000,000.00 : PEMBERSIHAN LAPANGAN : Rp 47,300.00

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KWANTITAS HARGA SATUAN JUMLAH (Rp.) (Rp.) 0.005 110,000.00 550.00 0.050 90,000.00 4,500.00 0.050 80,000.00 4,000.00 0.050 65,000.00 3,250.00 1.000 35,000.00 35,000.00 T O T A L 47,300.00

: PENGUKURAN DAN POSITIONING

Rp 130,500,000.00

KWANTITAS HARGA SATUAN JUMLAH

(Rp.) (Rp.) 150.00 300,000.00 45,000,000.00 150.00 400,000.00 60,000,000.00 150.00 80,000.00 12,000,000.00 150.00 90,000.00 13,500,000.00 T O T A L 130,500,000.00

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Pekerjaan Pemancangan

Pemancangan Spun Pile dia 600mm (on shore)

1 Proc. Spun Pile m' 11,293.00 775,623.00 8,759,110,539.00

2 Pilling m' 11,293.00 325,450.00 3,675,306,850.00

3 Handling & Positioning m' 11,293.00 147,041.95 1,660,544,727.40

4 Jointing point 491.00 413,750.00 203,151,250.00

5 Cut off point 491.00 423,404.00 207,891,364.00

SUB TOTAL 14,506,004,730.40

Pemancangan Spun Pile dia 600mm (off shore)

1 Proc. Spun Pile m' 1,035.00 775,623.00 802,769,805.00

2 Pilling m' 1,035.00 325,450.00 336,840,750.00

3 Handling & Positioning m' 1,035.00 147,041.95 152,188,416.97

4 Jointing point 45.00 413,750.00 18,618,750.00

5 Cut off point 45.00 423,404.00 19,053,180.00

SUB TOTAL 1,329,470,901.97

Pemancangan Steel Pipe

1 Proc. Steel Pile m' 1,104.00 96,768.00 106,831,872.00

2 Pilling m' 1,104.00 325,450.00 359,296,800.00

3 Handling & Positioning point 46.00 147,041.95 6,763,929.64

4 Jointing point 46.00 413,750.00 19,032,500.00

5 Cut off point 46.00 423,404.00 19,476,584.00

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