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
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
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
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
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
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
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 3,702,849,442.201,638,435,720.60 -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
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 -77,281,956,271.70 149,324,166,893.02 157,089,600,000.00Date : 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
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
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)
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
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
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
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
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
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
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
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
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 -65,352,738,301.68 124,283,549,289.31Date : 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
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
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)
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
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
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
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
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
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
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 5,091,732,069.601,635,626,742.75 -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
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 -80,267,923,703.68 158,054,164,844.42 158,054,164,844.42Date : 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
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
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)
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 :
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
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
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
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