Schedul Parking Manager

BILL OF QUANTITY

Project : Sharp Electronic Indonesia New Factory Project Works : Employee Facility Building ( Canteen, Musholla, Clinic, Toilet, etc ) Owner : PT. Sharp Indonesia Location : Karawang International Industrial City (KIIC) - Karawang

No. DESCRIPTION SPESIFICATION UNIT QTY UNIT PRICE AMOUNT

REMARKS ( Rp. ) ( Rp. )

I. PREPARATORY WORK 199,230,000

1.1 Survey and Marking ls 1.00 5,250,000 5,250,000 ### 1.2 Temporary Site Office ( Direksi keet & Storage ) ls 1.00 40,500,000 40,500,000 1.3 Temporary Water ls 1.00 12,000,000 12,000,000 1.4 Temporary Power ls 1.00 26,000,000 26,000,000 1.5 Safety & Protection ls 1.00 15,000,000 15,000,000 1.6 Design Fee ls 1.00 24,480,000 24,480,000 1.7 Mobilization & Demobilization Heavy equip, piling machine, others tools ls 1.00 22,000,000 22,000,000 1.8 Cleaning During Construction ls 1.00 12,000,000 12,000,000 1.9 Unloading fee, coordination & security ls 1.00 38,000,000 38,000,000

1.10 Reporting ls 1.00 4,000,000 4,000,000

II CONSTRUCTION WORKS 4,318,893,057

2.1 SITE CLEARING 12,480,000 2.1.1 Site Clearing / Stripping m2 1,560.00 3,500 5,460,000 ### 2.1.2 Disposal outside area m3 234.00 30,000 7,020,000 ###

### 2.2 PILING WORKS 151,800,000

2.2.1 m' 550.00 195,000 107,250,000 2.2.2 Driving Pile m' 550.00 75,000 41,250,000 2.2.3 Cuting Pile Incl disposal nos 55.00 60,000 3,300,000

2.3 FOUNDATION & COLUMN WORK 412,139,756 2.3.1 Pile Cap 95,477,578

2.3.1.1 Excavation, Backfill, diaposal & compaction base soil m3 302.01 60,000 18,120,600 2.3.1.2 Sand gravel, t - 10cm m2 44.55 20,000 891,000 2.3.1.3 Lean concrete, t - 5cm m2 44.55 35,250 1,570,388 2.3.1.4 Formwork for pile cap used brick/bataco m2 123.20 75,000 9,240,000 2.3.1.5 Steel bars for pile cap D-16, D-13 kg 3,773.00 13,000 49,049,000 2.3.1.6 Concrete work for pile cap ( 70*70*80cm ) K 250 kg/cm2 m3 21.56 770,250 16,606,590

Concrete spun pile Ø 300mm, L= 10 m' ( P1 )

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2.3.2 Tie Beam 260,146,240 2.3.2.1 Excavation, Backfill, diaposal & compaction base soil m3 516.56 60,000 30,993,600 2.3.2.2 Sand gravel, t - 10cm m2 19.58 20,000 391,600 2.3.2.3 Lean concrete, t - 5cm m2 9.79 35,250 345,097 2.3.2.4 Formwork for tie beam used brick/bataco m2 435.00 75,000 32,625,000 2.3.2.5 Formwork for tie beam used plywood 12mm & wooden frame m2 90.60 105,000 9,513,000 2.3.2.6 Steel bars for tie beam D-16, D-8 kg 10,704.75 13,000 139,161,750 2.3.2.7 Concrete work for tie beam ( 25cm*50cm ) K 250 kg/cm2 m3 61.17 770,250 47,116,193

2.3.3 Column Concrete ( C-1 ) 56,515,938 2.3.3.1 Formwork for column used plywood 12mm & wooden frame m2 110.00 125,000 13,750,000 2.3.3.2 Steel bars for tie beam D-16, D-8 kg 2,475.00 13,000 32,175,000 2.3.3.3 Concrete work for tie beam ( 50cm*50cm* 100cm ) K 250 kg/cm2 m3 13.75 770,250 10,590,938

2.4 CONCRETE SLAB & STAIR WORK 820,890,620 2.4.1 Concrete Ground Slab ( 1st Floor ) 440,131,950

2.4.1.1 Excavation, Backfill, diaposal & compaction base soil m3 932.40 60,000 55,944,000 2.4.1.2 Lime stone, t = 40cm m3 532.80 180,000 95,904,000 2.4.1.3 Sand gravel, t - 10cm m3 133.20 200,000 26,640,000 2.4.1.4 Plastic sheet m2 1,296.00 3,500 4,536,000 2.4.1.5 Formwork / stop cor, h - 20cm used plywood 12mm & wooden frame m' 342.00 17,500 5,985,000 2.4.1.6 Wiremesh, 1 layer ( incl spacer block ) M8 @ 150, D-8 m2 1,296.00 65,000 84,240,000 2.4.1.7 Concrete work, t - 15cm ( w/ pump or bucket ) K 250 kg/cm2 m3 199.80 785,250 156,892,950 2.4.1.8 Surface finishing & curing m2 1,332.00 7,500 9,990,000

2.4.2 Concrete Slab ( 2nd Floor ) 327,336,482 2.4.2.1 Bondex sheet, t - 0,75mm ( incl screw ) type KF 1000 m2 998.20 125,000 124,775,000 2.4.2.2 Formwork / stop cor, h - 15cm used plywood 12mm & wooden frame m' 342.00 15,000 5,130,000 2.4.2.3 Wiremesh, 1 layer ( incl spacer block ) M8 @ 150, D-8 m2 998.20 65,000 64,883,000 2.4.2.4 Concrete work, t - 15cm ( w/pump or bucket) K 250 kg/cm2 m3 149.73 785,250 117,575,482 2.4.2.5 Surface finishing by trowel & curing m2 998.20 15,000 14,973,000

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2.4.3 Stair Work 53,422,188 2.4.3.1 Formwork used plywood 12mm & wooden frame m2 55.00 125,000 6,875,000 2.4.3.2 Steel bars D-16, D-13 m' 2,750.00 13,000 35,750,000 2.4.3.3 Concrete work K 250 kg/cm2 m3 13.75 785,250 10,797,188

2.5 STEEL STRUCTURE WORK 1,607,047,831 2.5.1 Anchor bolt, L - 60cm M-22 nos 204.00 85,000 17,340,000 2.5.2 Base plate, size 35cm*35cm*12mm kg 588.51 16,250 9,563,288 2.5.3 Steel main beam & ring beam 2nd floor WF 400, WF 300, WF 250, WF 200 kg 60,451.60 16,250 982,338,500 2.5.7 Steel structure for roofing ( truss, gording, etc ) WF 350, CNP 125, trackstang, turnbukcle kg 25,574.38 16,250 415,583,675 2.5.8 Steel plate for joint & others PL 12mm kg 1,209.03 16,250 19,646,738 2.5.9 Steel structure for bracket gutter CNP, L kg 925.00 16,250 15,031,250

2.5.10 Bolt & Nut HTB lot 1.00 14,421,600 14,421,600 2.5.11 Painting for steel structure Zincromate & finish paint Ftalit kg 88,748.52 1,500 133,122,780

2.6 ROOFING WORK 432,073,000 2.6.1 Roof of Finishes 394,243,000

2.6.1.1 Roof metal w/ colour Alm sheet, t - 0.30mm m2 2,045.95 105,000 214,824,750 2.6.1.2 Insulation Glass wool t-50, alm foil & wiremesh m2 2,045.95 85,000 173,905,750 2.6.1.3 Nok/ridge Alm sheet, t - 0.30mm m' 75.00 73,500 5,512,500

2.6.2 Gutter 37,830,000 2.6.2.1 Gutter metal Alm sheet, t - 0.50mm m' 185.00 150,000 27,750,000 2.6.2.2 Down spout PVC dia 4", incl accessories PVC, Wavin type AW m' 72.00 140,000 10,080,000

2.7 WALL WORKS 132,600,000 2.7.1 Brick wall + practical column, 1st floor used heble 20*40*12cm m2 1,060.80 175,000 185,640,000 2.7.2 Plaster board GRC, t - 6mm m2 2,121.60 37,500 79,560,000

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2.8 DOOR AND WINDOW WORKS 99,042,000 2.8.1 Doors 57,162,000

2.8.1.1 Alm door type AD1, single swing door 800*2100 Al Clear anodize Ex. Alexindo, fix , Glass 5 mm nos 13.00 2,772,000 36,036,000 2.8.1.2 Alm door type AD2, double swing door 1600*2100 Al Clear anodize Ex. Alexindo, fix , Glass 5 mm nos 2.00 5,544,000 11,088,000 2.8.1.3 Alm door type AD3, double swing door 1200*2100 Al Clear anodize Ex. Alexindo, fix , Glass 5 mm nos 1.00 4,158,000 4,158,000 2.8.1.4 Alm door type AD4, double swing door 1600*2100 Al Clear anodize Ex. Alexindo, fix , Glass 5 mm nos 1.00 5,880,000 5,880,000

2.8.2 Windows 41,880,000 2.8.2.1 Aluminium window type AW1, size 800*2100 Al Clear anodize Ex. Alexindo, fix , Glass 5 mm nos 4.00 2,520,000 10,080,000 2.8.2.2 Aluminium window type AW2, size 1600*1200 Al Clear anodize Ex. Alexindo, fix , Glass 5 mm nos 1.00 2,400,000 2,400,000 2.8.2.3 Aluminium window type AW3, size 2400*1200 Al Clear anodize Ex. Alexindo, fix , Glass 5 mm nos 6.00 3,600,000 21,600,000 2.8.2.4 Aluminium window type AW4, size 3200*1200 Al Clear anodize Ex. Alexindo, fix , Glass 5 mm nos 1.00 4,800,000 4,800,000 2.8.2.5 Alum window (Bouvenlight), size 500*1200 Al Clear anodize Ex. Alexindo, fix , Glass 5 mm nos 4.00 750,000 3,000,000

2.9 FLOOR FINISH WORKS 308,788,750 2.9.1 Ceramic tile 1st floor & stair size 30*30 ex. Roman m2 1,332.00 140,000 186,480,000 2.9.2 Scriting ceramic, h - 100mm ex. Roman m' 500.00 32,500 16,250,000 2.9.3 Epoxy floor, 2nd floor ( half of area 2nd floor ) t = 500 micron, ex. maxiFloor m2 499.10 125,000 62,387,500 2.9.4 Floor harderner, 2nd floor ( half of area 2nd floor ) fosroc m2 499.10 87,500 43,671,250

2.10 WALL FINISHES 84,113,600 2.10.1 Painting wall exterior weathersield ex. Dulux m2 536.00 35,000 18,760,000 2.10.2 Painting wall Interior ex. Dulux m2 1,585.60 31,000 49,153,600 2.10.3 Ceramic tile 200 x 250, H=2m for wall of toilet ex. Roman m2 108.00 150,000 16,200,000

2.11 CEILING FINISHES 43,815,000 2.11.1 Gypsum, t = 9mm + hollow frame + hanger ex. Jayaboard, galvanized hollow m2 240.00 127,500 30,600,000 2.11.2 Cornice, w = 10cm x 10cm ex. Jayaboard m' 210.00 27,500 5,775,000 2.11.3 Painting work ex. Vinilex m2 240.00 31,000 7,440,000

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2.12 OTHERS WORK 214,102,500 2.12.1 Roster wall ventilation (near ablution area) m2 13.00 175,000 2,275,000 2.12.2 Concrete table for canteen, w - 50cm concrete & ceramic m' 37.00 187,500 6,937,500 2.12.3 Hand washing for canteen, size 50cm*50cm concrete & ceramic m' 12.00 900,000 10,800,000 2.12.4 Ablution, w - 60cm concrete & ceramic m' 7.00 500,000 3,500,000 2.12.5 Path foot around building, w - 100cm excav, sand gravel, concrete, bars, etc m2 160.00 225,000 36,000,000 2.12.6 Drainage u-ditch around building size 30cm*50cm m' 164.00 185,000 30,340,000 2.12.7 Concrete table for wastafel at toilet, w - 50cm m' 12.00 187,500 2,250,000 2.12.8 Cubical toilet partition (incl door) PVC m2 89.60 1,250,000 112,000,000 2.12.9 Partition urinoir, 35cm*76cm PVC ex. Toto nos 8.00 1,250,000 10,000,000

BILL OF QUANTITY

Project : Sharp Electronic Indonesia New Factory Project Works : Workshop, Waste area, Gasoline Tank & Signage Building Owner : PT. Sharp Electronic Indonesia Location : Karawang International Industrial City (KIIC) - Karawang




1.1 Survey, marking & setting out ls 1.00 3,000,000 3,000,000 1.2 Unloading fee ls 1.00 5,000,000 5,000,000 1.3 Mobilization & Demobilization ls 1.00 10,000,000 10,000,000 1.4 Cleaning During Construction ls 1.00 10,000,000 10,000,000 1.5 Safety & Protection ls 1.00 10,000,000 10,000,000 1.6 Coordination & security ls 1.00 10,000,000 10,000,000 1.7 Reporting ls 1.00 2,000,000 2,000,000

II. CONSTRUCTION OF WORKSHOP BUILDING

2.1 FOUNDATION WORKS 15,161,600

2.1.1 Bouwplank m' 32.00 22,000 704,000 2.1.2 Excavation m3 12.00 60,000 720,000 2.1.3 Lean concrete, t - 50mm m2 7.20 56,700 408,240 2.1.4 Concrete foundation pile cap , 400*400*800mm steel bars, formwork, concrete, etc m3 2.56 5,000,000 12,800,000 2.1.5 Backfill m3 9.44 45,500 429,520 2.1.6 Disposal exist soil m3 2.56 39,000 99,840

2.2 SUB BASE WORK FOR FLOOR 84,175,500

2.2.1 Excavation m3 255.00 60,000 15,300,000 2.2.2 Limestone (t = 40 cm) m3 204.00 243,000 49,572,000 2.2.3 Base course, t - 10cm m3 51.00 378,500 19,303,500

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2.3 FLOOR FINISH WORKS 52,931,540

2.3.1 Lean concrete, t - 50mm m2 206.20 56,700 11,691,540 2.3.2 Ceramic tile size 30*30 m2 206.20 200,000 41,240,000

2.4 BUILDING MAINTENANCE 105,000,000

2.4.1 Building Ex Site office KUJA lot 1.00 105,000,000 105,000,000

2.5 MECHANICAL WORK lot 1.00 43,140,000 43,140,000

2.6 ELECTRICAL WORK lot 1.00 57,610,000 57,610,000

III. CONSTRUCTION OF WASTE AREA



3.2 SUB BASE FLOOR WORKS 17 m x 35 m 60,325,775


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3.3.1 Lean concrete, t - 50mm m2 165.20 56,700 9,366,840

3.4 WALL WORKS 81,674,070

3.4.1 Brickwall Hebel + Plester, Height = 1.2 m m2 279.96 278,250 77,898,870 3.4.2 Wiremesh M6 + Polycarbonate 6mm m2 68.64 55,000 3,775,200

3.5 DOORS & WINDOWS 11,019,000

3.5.1 Alm door , double swing door 1600*2100 nos 1.00 5,544,000 5,544,000 3.5.2 Alm door, single swing door 800*2100 nos 1.00 3,075,000 3,075,000 3.5.3 Aluminium window, size 1600*1200 frame alm 4", glasess 5mm nos 1.00 2,400,000 2,400,000

3.6 ROOFING WORK 70,434,000

3.6.1 Roofing zincalume, t - 0.5mm m2 270.90 260,000 70,434,000



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IV. CONSTRUCTION GASOLINE TANK WORKS

4.1 EARTH WORK 8,320,000 4.1.1 Excavation by excavator m3 80.00 60,000 4,800,000 4.1.2 Disposal outside area m3 80.00 39,000 3,120,000 4.1.3 Subgrade preparation compaction base soil by vibro roller m2 80.00 5,000 400,000

4.2 LIMESTONE & BASE COURSE 10,804,000 4.2.1 Limestone, t - 40cm m3 32.00 243,000 7,776,000 4.2.2 Base course, t - 10cm m3 8.00 378,500 3,028,000

4.3 FOUNDATION WORK 10,789,296 4.3.1 Gravel bedding, t - 10cm m2 33.76 35,400 1,195,104 4.3.2 Lean concrete, t - 5cm m2 33.76 56,700 1,914,192 4.3.3 Pile cap, size 80cm*80cm*60cm incl. formwork, steel bars, concrete K-300 m3 1.54 5,000,000 7,680,000

4.4 FLOOR WORK 26,650,000 4.4.1 Concrete floor, t - 12cm incl. wiremesh M6, conc K-175, etc m2 80.00 306,800 24,544,000 4.4.2 Cutter concrete + joint sealan m' 54.00 39,000 2,106,000

4.5 COLUMN / PEDESTAL 4,160,000 4.5.1 Column / Pedestal, size 30cm*30cm*h incl. formwork, steel bars, concrete K-300 m3 0.36 6,000,000 2,160,000 4.5.2 Anchor bolt M20, L - 65cm nos 16.00 125,000 2,000,000

4.6 STEEL STRUCTURE 52,517,554 4.6.1 Base plate, Column, beam PL 20mm, WF 250 kg 1,752.06 21,000 36,793,260 4.6.2 Steel structure for Gording CNP 125, trackstang, turnbukcle kg 163.80 21,000 3,439,800 4.6.3 Steel plate for joint & others PL 12mm kg 191.59 21,000 4,023,306 4.6.4 Bolt & Nut HTB lot 1.00 885,127 885,127 4.6.5 Painting for steel structure Zincromate & finish paint Ftalit kg 2,107.45 3,500 7,376,061

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4.7 ROOFING WORK 29,080,000 4.7.1 Roofing zincalume, t - 0.5mm ex. Lysaght, type clip lock, roll on site m2 80.00 260,000 20,800,000 4.7.2 Self drilling nos 240.00 1,500 360,000 4.7.3 Fascia, spandeck color, t - 0.45mm, H - 500mm m2 18.00 260,000 4,680,000 4.7.4 Flashing, t - 0.45mm m' 36.00 90,000 3,240,000

4.8 FOUNDATION FUEL TANK 40,750,000 4.8.1 Concrete foundation m3 2.50 5,800,000 14,500,000 4.8.2 Steel structure kg 1,250.00 21,000 26,250,000

4.9 MECHANICAL & ELECTRICAL WORK 38,570,000 4.9.1 Mechanical Work lot 1.00 18,190,000 18,190,000 4.9.2 Electrical Work lot 1.00 20,380,000 20,380,000

V. CONSTRUCTION SIGNAGE BUILDING WORKS

5.1 SIGNAGE BUILDING m2 2,027.92 113,100 229,357,752 5.1.1 -. Retaining Wall Dock Leveller

-. Retaining Wall Loading Area -. Wall Exterior Loading Area -. Wall Interior Loading Area -. Column Marking -. Parking Marking

SUMMARYPROGRESS REPORT

Period : 15 February 2013 ~ 21 February 2013

Project : Sharp Electronic Indonesia New Factory Project

Works : Employee Facility Building ( Canteen, Musholla, Clinic, Toilet, etc )

Owner : PT. Sharp Indonesia REPORT No. : 2Location : Karawang International Industrial City (KIIC) - Karawang

Planing Previous Progress This time Progress To Date Progress

ITEM Weighting Progress On Site Weight On Site Weight On Site Weight Deviation

No. DESCRIPTION ( % ) ( % ) ( % ) ( % ) ( % ) ( % ) ( % ) ( % ) ( % )

I. PREPARATORY WORK #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

II CONSTRUCTION WORKS

2.1 SITE CLEARING #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2.2 PILING WORKS #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2.3 FOUNDATION & COLUMN WORK #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2.4 CONCRETE SLAB & STAIR WORK #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2.5 STEEL STRUCTURE WORK #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2.6 ROOFING WORK #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2.7 WALL WORKS #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2.8 DOOR AND WINDOW WORKS #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2.9 FLOOR FINISH WORKS #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2.10 WALL FINISHES #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2.11 CEILING FINISHES #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

2.12 OTHERS WORK #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

TOTAL #REF! #REF! #REF! #REF! #REF! #REF!

Evaluation of Progress : Karawang, 15 February 2013

Accumulation of Planing Progress : #REF! Approved by; Prepared by;

Accumulation of actual Progress : #REF! PT. Sharp Indonesia PT. Karya Utama Jaya Abadi

-----------------------------------

#REF! #REF!

( Nanang Prakosa Budianto ) ( Gunawan )

Project Manager Site Manager

RENCANA KERJA MINGGU DEPAN( Minggu Ke - 3 )

Periode : 22 February 2013 ~ 28 February 2013

Project : Sharp Electronic Indonesia New Factory Project Works : Employee Facility Building ( Canteen, Musholla, Clinic, Toilet, etc ) Owner : PT. Sharp Indonesia Contractor : PT. Karya Utama Jaya Abadi REPORT No. : 2Location : Karawang International Industrial City (KIIC) - Karawang

Contract Planing Progress for Next week Target Progress for Next Week Planing Actual Deviation

No. Description Unit QuantityWeighting

QuantityProgress Weighting

QuantityProgress Weighting until until until

( % ) ( % ) ( % ) ( % ) ( % ) Previous Previous Previous

I. PREPARATORY WORK 4.410% 0.153% #REF! #REF! #REF! #REF!

1.1 Survey and Marking ls 1.00 0.116% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

1.2 Temporary Site Office ( Direksi keet & Storage ) ls 1.00 0.896% 0.09 8.50% 0.076% #REF! #REF! #REF! #REF! #REF! #REF!

1.3 Temporary Water ls 1.00 0.266% 0.05 5.00% 0.013% #REF! #REF! #REF! #REF! #REF! #REF!

1.4 Temporary Power ls 1.00 0.575% 0.02 2.00% 0.012% #REF! #REF! #REF! #REF! #REF! #REF!

1.5 Safety & Protection ls 1.00 0.332% 0.03 3.00% 0.010% #REF! #REF! #REF! #REF! #REF! #REF!

1.6 Design Fee ls 1.00 0.542% 0.03 2.50% 0.014% #REF! #REF! #REF! #REF! #REF! #REF!

1.7 Mobilization & Demobilization ls 1.00 0.487% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

1.8 Cleaning During Construction ls 1.00 0.266% 0.03 3.00% 0.008% #REF! #REF! #REF! #REF! #REF! #REF!

1.9 Unloading fee, coordination & security ls 1.00 0.841% 0.02 2.00% 0.017% #REF! #REF! #REF! #REF! #REF! #REF!

1.10 Reporting ls 1.00 0.089% 0.04 4.46% 0.004% #REF! #REF! #REF! #REF! #REF! #REF!

II. CONSTRUCTION WORKS

2.1 SITE CLEARING 0.276% 0.000% #REF! #REF! #REF! #REF!

2.1.1 Site Clearing / Stripping m2 1,560.00 0.121% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.1.2 Disposal m3 234.00 0.155% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.2 PILING WORKS 3.360% 1.680% #REF! #REF! #REF! #REF!

2.2.1 Concrete spun pile Ø 300mm, L= 10 m' ( P1 ) m' 550.00 2.374% 247.50 45.00% 1.068% #REF! #REF! #REF! #REF! #REF! #REF!

2.2.2 Driving Pile m' 550.00 0.913% 247.50 45.00% 0.411% #REF! #REF! #REF! #REF! #REF! #REF!

2.2.3 Cuting Pile nos 55.00 0.073% 151.25 275.00% 0.201% #REF! #REF! #REF! #REF! #REF! #REF!

2.3 FOUNDATION & COLUMN WORK 9.122% 0.141% #REF! #REF! #REF! #REF!

2.3.1 Pile Cap 2.113% 0.141% #REF! #REF! #REF! #REF!

2.3.1.1 Excavation, Backfill, diaposal & compaction base soil m3 302.01 0.401% 106.09 35.13% 0.141% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.1.2 Sand gravel, t - 10cm m2 44.55 0.020% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.1.3 Lean concrete, t - 5cm m2 44.55 0.035% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.1.4 Formwork for pile cap m2 123.20 0.205% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.1.5 Steel bars for pile cap kg 3,773.00 1.086% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.1.6 Concrete work for pile cap ( 70*70*80cm ) m3 21.56 0.368% 0.00 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!









2.3.2 Tie Beam 5.758% 0.000% #REF! #REF! #REF! #REF!

2.3.2.1 Excavation, Backfill, diaposal & compaction base soil m3 516.56 0.686% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!


2.3.2.3 Lean concrete, t - 5cm m2 9.79 0.008% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.2.4 Formwork for tie beam m2 435.00 0.722% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.2.5 Formwork for tie beam m2 90.60 0.211% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.2.6 Steel bars for tie beam kg 10,704.75 3.080% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.2.7 Concrete work for tie beam ( 25cm*50cm ) m3 61.17 1.043% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.3 Column Concrete ( C-1 ) 1.251% 0.000% #REF! #REF! #REF! #REF!

2.3.3.1 Formwork for column m2 110.00 0.304% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.3.2 Steel bars for tie beam kg 2,475.00 0.712% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.3.3.3 Concrete work for tie beam ( 50cm*50cm* 100cm ) m3 13.75 0.234% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4 CONCRETE SLAB & STAIR WORK 18.169% 0.000% #REF! #REF! #REF!

2.4.1 Concrete Ground Slab ( 1st Floor ) 9.741% 0.000% #REF! #REF! #REF! #REF!

2.4.1.1 Excavation, Backfill, diaposal & compaction base soil m3 932.40 1.238% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.1.2 Lime stone, t = 40cm m3 532.80 2.123% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!


2.4.1.4 Plastic sheet m2 1,296.00 0.100% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.1.5 Formwork / stop cor, h - 20cm m' 342.00 0.132% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.1.6 Wiremesh, 1 layer ( incl spacer block ) m2 1,296.00 1.864% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.1.7 Concrete work, t - 15cm ( w/ pump or bucket ) m3 199.80 3.473% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.1.8 Surface finishing & curing m2 1,332.00 0.221% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.2 Concrete Slab ( 2nd Floor ) 7.245% 0.000% #REF! #REF! #REF! #REF!

2.4.2.1 Bondex sheet, t - 0,75mm ( incl screw ) m2 998.20 2.762% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.2.2 Formwork / stop cor, h - 15cm m' 342.00 0.114% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.2.3 Wiremesh, 1 layer ( incl spacer block ) m2 998.20 1.436% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.2.4 Concrete work, t - 15cm ( w/pump or bucket) m3 149.73 2.602% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.2.5 Surface finishing by trowel & curing m2 998.20 0.331% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

















2.4.3 Stair Work 1.182% 0.000% #REF! #REF! #REF! #REF!

2.4.3.1 Formwork m2 55.00 0.152% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.3.2 Steel bars m' 2,750.00 0.791% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.4.3.3 Concrete work m3 13.75 0.239% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.5 STEEL STRUCTURE WORK 35.569% 0.000% #REF! #REF! #REF! #REF!

2.5.1 Anchor bolt, L - 60cm nos 204.00 0.384% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.5.2 Base plate, size 35cm*35cm*12mm kg 588.51 0.212% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.5.3 Steel main beam & ring beam 2nd floor kg 60,451.60 21.742% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.5.7 Steel structure for roofing ( truss, gording, etc ) kg 25,574.38 9.198% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.5.8 Steel plate for joint & others kg 1,209.03 0.435% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.5.9 Steel structure for bracket gutter kg 925.00 0.333% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.5.10 Bolt & Nut lot 1.00 0.319% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.5.11 Painting for steel structure kg 88,748.52 2.946% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.6 ROOFING WORK 9.563% 0.000% #REF! #REF! #REF! #REF!

2.6.1 Roof of Finishes 8.726% 0.000% #REF! #REF! #REF! #REF!

2.6.1.1 Roof metal w/ colour m2 2,045.95 4.755% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.6.1.2 Insulation m2 2,045.95 3.849% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.6.1.3 Nok/ridge m' 75.00 0.122% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.6.2 Gutter 0.837% 0.000% #REF! #REF! #REF! #REF!

2.6.2.1 Gutter metal m' 185.00 0.614% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.6.2.2 Down spout PVC dia 4", incl accessories m' 72.00 0.223% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.7 WALL WORKS 2.935% 0.000% #REF! #REF! #REF! #REF!

2.7.1 Brick wall + practical column, 1st floor m2 1,060.80 2.054% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.7.2 Plaster board m2 2,121.60 0.880% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!









2.8 DOOR AND WINDOW WORKS 2.192% 0.000% #REF! #REF! #REF! #REF!

2.8.1 Doors 1.265% 0.000% #REF! #REF! #REF! #REF!

2.8.1.1 Alm door type AD1, single swing door 800*2100 nos 13.00 0.798% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.8.1.2 Alm door type AD2, double swing door 1600*2100 nos 2.00 0.245% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!



2.8.2 Windows 0.927% 0.000% #REF! #REF! #REF! #REF!

2.8.2.1 Aluminium window type AW1, size 800*2100 nos 4.00 0.223% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!




2.8.2.5 Alum window (Bouvenlight), size 500*1200 nos 4.00 0.066% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.9 FLOOR FINISH WORKS 6.834% 0.000% #REF! #REF! #REF! #REF!

2.9.1 Ceramic tile 1st floor & stair m2 1,332.00 4.127% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.9.2 Scriting ceramic, h - 100mm m' 500.00 0.360% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.9.3 Epoxy floor, 2nd floor ( half of area 2nd floor ) m2 499.10 1.381% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.9.4 Floor harderner, 2nd floor ( half of area 2nd floor ) m2 499.10 0.967% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.10 WALL FINISHES 1.862% 0.000% #REF! #REF! #REF! #REF!

2.10.1 Painting wall exterior m2 536.00 0.415% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.10.1 Painting wall Interior m2 1,585.60 1.088% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.10.1 Ceramic tile 200 x 250, H=2m for wall of toilet m2 108.00 0.359% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.11 CEILING FINISHES 0.970% 0.000% #REF! #REF! #REF! #REF!

2.11.1 Gypsum, t = 9mm + hollow frame + hanger m2 240.00 0.677% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.11.2 Cornice, w = 10cm x 10cm m' 210.00 0.128% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.11.3 Painting work m2 240.00 0.165% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!









2.12 OTHERS WORK 4.739% 0.000% #REF! #REF! #REF! #REF!

2.10.1 Roster wall ventilation (near ablution area) m2 13.00 0.050% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.10.1 Concrete table for canteen, w - 50cm m' 37.00 0.154% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.10.1 Hand washing for canteen, size 50cm*50cm m' 12.00 0.239% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.10.1 Ablution, w - 60cm m' 7.00 0.077% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.10.1 Path foot around building, w - 100cm m2 160.00 0.797% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.10.1 Drainage u-ditch around building m' 164.00 0.672% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.10.1 Concrete table for wastafel at toilet, w - 50cm m' 12.00 0.050% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.10.1 Cubical toilet partition (incl door) m2 89.60 2.479% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

2.10.1 Partition urinoir, 35cm*76cm nos 8.00 0.221% - 0.00% 0.000% #REF! #REF! #REF! #REF! #REF! #REF!

TOTAL 100.00% 1.974% #REF! #REF! #REF! #REF!

Karawang, 15 February 2013PT. KaryaUtama Jaya Abadi

GunawanSite Manager

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0.590%

SCHEDULE OF WORK



Owner : PT. Sharp Indonesia

Location : Karawang International Industrial City (KIIC) - Karawang

-2 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

January 2013 February 2013 March 2013 April 2013 May 2013 June 2013 July 2013 August 2013

Description Weighting 18 ~ 24 25 ~ 31 01 ~ 07 08 ~ 14 15 ~ 21 22 ~ 28 01 ~ 07 08 ~ 14 15 ~ 21 22 ~ 28 29 ~ 04 05 ~ 11 12 ~ 18 19 ~ 25 26 ~ 02 03 ~ 09 10 ~ 16 17 ~ 23 24 ~ 30 31 ~ 06 07 ~ 13 14 ~ 20 21 ~ 27 28 ~ 04 05 ~ 11 12 ~ 18 19 ~ 25 26 ~ 01 02 ~ 08 09 ~ 15 16 ~ 22 23 ~ 29

Unit Volume ( % ) -14dy -7dy 7dy 14dy 21dy 28dy 35dy 42dy 49dy 56dy 63dy 70dy 77dy 84dy 91dy 98dy 105dy 112dy 119dy 126dy 133dy 140dy 147dy 154dy 161dy 168dy 175dy 182dy 189dy 196dy 203dy 210dy 100%

I PREPARATORY WORK lot 1.00 4.41% START ---> 0.0028 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0015 0.0014

II CONSTRUCTION WORKS

2.1 SITE CLEARING m2 1,560.00 0.28% 0.0026 0.0001 90%

2.2 PILING WORKS m' 550.00 3.36% 0.0101 0.0168 0.0067

2.3 FOUNDATION & COLUMN WORK

2.3.1 Pile Cap m3 21.56 2.11% 0.0014 0.0070 0.0127 80%

2.3.2 Tie Beam m3 61.17 5.76% 0.0096 0.0120 0.0264 0.0096

2.3.3 Column Concrete ( C-1 ) m3 13.75 1.25% 0.0042 0.0042 0.0042

2.4 CONCRETE SLAB & STAIR WORK

2.4.1 Concrete Ground Slab ( 1st Floor ) m3 199.80 9.74% 0.0032 0.0271 0.0301 0.0150 0.0150 0.0070 70%

2.4.2 Concrete Slab ( 2nd Floor ) m3 149.73 7.24% 0.0116 0.0116 0.0116 0.0116 0.0261

2.4.3 Stair Work m3 13.75 1.18% 0.0020 0.0049 0.0049

2.5 STEEL STRUCTURE WORK

2.5.1~11 Fabrication & Erection of Steel Structure kg 88,748.52 35.57% 0.0013 0.0013 0.0013 0.0013 0.0133 0.0333 0.0333 0.0476 0.0501 0.0358 0.0341 0.0341 0.0239 0.0095 0.0352 60%

2.6 ROOFING WORK

2.6.1~2 Roof of Finishes & Gutter m2 2,045.95 9.56% 0.0048 0.0239 0.0311 0.0311 0.0048

2.7 WALL WORKS 50%

2.7.1~2 Brick wall + practical column & plaster board m2 1,060.80 2.93% 0.0037 0.0037 0.0037 0.0037 0.0037 0.0037 0.0037 0.0037

2.8 DOOR AND WINDOW WORKS

2.8.1 Doors unit 17.00 1.27% 0.0013 0.0013 0.0013 0.0089

2.8.2 Windows unit 16.00 0.93% 0.0023 0.0023 0.0023 0.0023 40%

2.9 FLOOR FINISH WORKS

2.9.1 Ceramic tile 1st floor & stair m2 1,332.00 4.49% 0.0015 0.0015 0.0187 0.0150 0.0075 0.0007

2.9.3 Epoxy floor, 2nd floor ( half of area 2nd floor ) m2 499.10 1.38% 0.0069 0.0069

2.9.4 Floor harderner, 2nd floor ( half of area 2nd floor ) m2 499.10 0.97% 0.0048 0.0048 30%

2.10 WALL FINISHES

2.10.1 Painting wall exterior m2 536.00 0.42% 0.0010 0.0031

2.10.2 Painting wall Interior m2 1,585.60 1.09% 0.0036 0.0036 0.0036

2.10.3 Ceramic tile 200 x 250, H=2m for wall of toilet m2 108.00 0.36% 0.0018 0.0018 20%

2.11 CEILING FINISHES

2.11.1~3 Gypsum , cornice & painting m2 240.00 0.97% 0.0048 0.0048

2.12 OTHERS WORK 10%

2.12.1~4 Conc table, hand washing, ablution lot 1.00 0.57% 0.0010 0.0010 0.0010 0.0010 0.0010 0.0010

2.12.5 Path foot around building, w - 100cm m2 160.00 0.80% 0.0027 0.0027 0.0027

2.12.6 Drainage u-ditch around building m' 164.00 0.67% 0.0022 0.0022 0.0022

2.12.8~9 Cubical toilet & partition urinoir lot 1.00 2.70% 0.0090 0.0090 0.0090

0%

TOTAL 100.00% 0.000% 0.000% 0.546% 1.175% 1.974% 2.623% 3.171% 3.667% 4.369% 4.494% 4.991% 4.991% 5.614% 5.531% 5.258% 5.088% 5.088% 4.907% 4.924% 5.076% 5.006% 4.568% 3.590% 3.087% 2.330% 1.952% 0.900% 1.414% 1.839% 1.828% 0.000% 0.000%

ACCUMULATION 0.00% 0.000% 0.000% 0.546% 1.721% 3.695% 6.317% 9.489% 13.156% 17.525% 22.019% 27.010% 32.001% 37.615% 43.146% 48.404% 53.492% 58.580% 63.486% 68.411% 73.486% 78.492% 83.060% 86.650% 89.737% 92.068% 94.020% 94.920% 96.334% 98.172% 100.000% 100.000% 100.000%

ACTUAL 0.00% 0.000% 0.000% 0.000% #REF! #REF!

DEVIASI 0.000% 0.000% -0.546% #REF! #REF!

Karawang, 15 February 2013

PT. Suryacipta Swadaya PT. Karya Utama Jaya Abadi

( Gunawan )

Fabrication Erection

SCHEDULE OF WORK





-2 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

January 2013 February 2013 March 2013 April 2013 May 2013 June 2013 July 2013 August 2013

Description Weighting 18 ~ 24 25 ~ 31 01 ~ 07 08 ~ 14 15 ~ 21 22 ~ 28 01 ~ 07 08 ~ 14 15 ~ 21 22 ~ 28 29 ~ 04 05 ~ 11 12 ~ 18 19 ~ 25 26 ~ 02 03 ~ 09 10 ~ 16 17 ~ 23 24 ~ 30 31 ~ 06 07 ~ 13 14 ~ 20 21 ~ 27 28 ~ 04 05 ~ 11 12 ~ 18 19 ~ 25 26 ~ 01 02 ~ 08 09 ~ 15 16 ~ 22 23 ~ 29

Unit Volume ( % ) -14dy -7dy 7dy 14dy 21dy 28dy 35dy 42dy 49dy 56dy 63dy 70dy 77dy 84dy 91dy 98dy 105dy 112dy 119dy 126dy 133dy 140dy 147dy 154dy 161dy 168dy 175dy 182dy 189dy 196dy 203dy 210dy 100%

Site Manager

BILL OF QUANTITY





1.1 Survey, marking & setting out ls 1.00 3,000,000 3,000,000 1.2 Unloading fee ls 1.00 5,000,000 5,000,000 1.3 Mobilization & Demobilization ls 1.00 10,000,000 10,000,000 1.4 Cleaning During Construction ls 1.00 10,000,000 10,000,000 1.5 Safety & Protection ls 1.00 10,000,000 10,000,000 1.6 Coordination & security ls 1.00 10,000,000 10,000,000 1.7 Reporting ls 1.00 2,000,000 2,000,000

II. CONSTRUCTION OF WORKSHOP BUILDING



2.2 SUB BASE WORK FOR FLOOR 84,175,500


BILL OF QUANTITY





2.3.1 Lean concrete, t - 50mm m2 206.20 56,700 11,691,540 2.3.2 Ceramic tile size 30*30 m2 206.20 200,000 41,240,000

2.4 BUILDING MAINTENANCE 105,000,000

2.4.1 Building Ex Site office KUJA lot 1.00 105,000,000 105,000,000



III. CONSTRUCTION OF WASTE AREA



3.2 SUB BASE FLOOR WORKS 17 m x 35 m 60,325,775


BILL OF QUANTITY





3.3.1 Lean concrete, t - 50mm m2 165.20 56,700 9,366,840

3.4 WALL WORKS 81,674,070

3.4.1 Brickwall Hebel + Plester, Height = 1.2 m m2 279.96 278,250 77,898,870 3.4.2 Wiremesh M6 + Polycarbonate 6mm m2 68.64 55,000 3,775,200

3.5 DOORS & WINDOWS 11,019,000

3.5.1 Alm door , double swing door 1600*2100 nos 1.00 5,544,000 5,544,000 3.5.2 Alm door, single swing door 800*2100 nos 1.00 3,075,000 3,075,000 3.5.3 Aluminium window, size 1600*1200 frame alm 4", glasess 5mm nos 1.00 2,400,000 2,400,000

3.6 ROOFING WORK 70,434,000

3.6.1 Roofing zincalume, t - 0.5mm m2 270.90 260,000 70,434,000



BILL OF QUANTITY




IV. CONSTRUCTION GASOLINE TANK WORKS

4.1 EARTH WORK 8,320,000 4.1.1 Excavation by excavator m3 80.00 60,000 4,800,000 4.1.2 Disposal outside area m3 80.00 39,000 3,120,000 4.1.3 Subgrade preparation compaction base soil by vibro roller m2 80.00 5,000 400,000

4.2 LIMESTONE & BASE COURSE 10,804,000 4.2.1 Limestone, t - 40cm m3 32.00 243,000 7,776,000 4.2.2 Base course, t - 10cm m3 8.00 378,500 3,028,000

4.3 FOUNDATION WORK 10,789,296 4.3.1 Gravel bedding, t - 10cm m2 33.76 35,400 1,195,104 4.3.2 Lean concrete, t - 5cm m2 33.76 56,700 1,914,192 4.3.3 Pile cap, size 80cm*80cm*60cm incl. formwork, steel bars, concrete K-300 m3 1.54 5,000,000 7,680,000

4.4 FLOOR WORK 26,650,000 4.4.1 Concrete floor, t - 12cm incl. wiremesh M6, conc K-175, etc m2 80.00 306,800 24,544,000 4.4.2 Cutter concrete + joint sealan m' 54.00 39,000 2,106,000

4.5 COLUMN / PEDESTAL 4,160,000 4.5.1 Column / Pedestal, size 30cm*30cm*h incl. formwork, steel bars, concrete K-300 m3 0.36 6,000,000 2,160,000 4.5.2 Anchor bolt M20, L - 65cm nos 16.00 125,000 2,000,000

4.6 STEEL STRUCTURE 52,517,554 4.6.1 Base plate, Column, beam PL 20mm, WF 250 kg 1,752.06 21,000 36,793,260 4.6.2 Steel structure for Gording CNP 125, trackstang, turnbukcle kg 163.80 21,000 3,439,800 4.6.3 Steel plate for joint & others PL 12mm kg 191.59 21,000 4,023,306 4.6.4 Bolt & Nut HTB lot 1.00 885,127 885,127 4.6.5 Painting for steel structure Zincromate & finish paint Ftalit kg 2,107.45 3,500 7,376,061

BILL OF QUANTITY




4.7 ROOFING WORK 29,080,000 4.7.1 Roofing zincalume, t - 0.5mm ex. Lysaght, type clip lock, roll on site m2 80.00 260,000 20,800,000 4.7.2 Self drilling nos 240.00 1,500 360,000 4.7.3 Fascia, spandeck color, t - 0.45mm, H - 500mm m2 18.00 260,000 4,680,000 4.7.4 Flashing, t - 0.45mm m' 36.00 90,000 3,240,000

4.8 FOUNDATION FUEL TANK 40,750,000 4.8.1 Concrete foundation m3 2.50 5,800,000 14,500,000 4.8.2 Steel structure kg 1,250.00 21,000 26,250,000

4.9 MECHANICAL & ELECTRICAL WORK 38,570,000 4.9.1 Mechanical Work lot 1.00 18,190,000 18,190,000 4.9.2 Electrical Work lot 1.00 20,380,000 20,380,000

V. CONSTRUCTION SIGNAGE BUILDING WORKS

5.1 SIGNAGE BUILDING 229,357,752 5.1.1 -. Retaining Wall Dock Leveller m2 2,027.92 113,100 229,357,752

-. Retaining Wall Loading Area -. Wall Exterior Loading Area -. Wall Interior Loading Area -. Column Marking -. Parking Marking

SCHEDULE OF WORK


Works : Canopy Parking Manager



DescriptionStart Finish Duration JULI 2014

(Date) (Date) ( days ) 01/06/2014 02/06/2014 03/06/2014 04/06/2014 05/06/2014 06/06/2014 07/06/2014 08/06/2014 09/06/2014 10/06/2014 11/06/2014 12/06/2014 13/06/2014 14/06/2014 15/06/2014 16/06/2014 17/06/2014 18/06/2014 19/06/2014 20/06/2014 21/06/2014 22/06/2014###

###

I PREPARATORY WORK ###

###

1.1 PREPARATION 1-Jun-14 11-Jun-14 11 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041

II CONSTRUCTION ###

2.1 EXCAVATION 1-Jun-14 15-Jun-14 15 0.0031 0.0031 0.0031 0.0031 ###

2.2 BOR PILE & CONCRETE PILE CAP 4-Jun-14 16-Jun-14 13 0.0347 0.0347 ###

2.3 FOUNDATION 1M X 1M & CONCRETE COLUM 6-Jun-14 16-Jun-14 11 0.0146 0.0146 0.0146 ###

2.4 STEEL TRUCTURE FOR CANOPY 9-Jun-14 21-Jun-14 13 0.0108 0.0108 0.0108 0.0108 0.0108 0.0108 0.0108 0.0108 ###

2.5 ROOFING WORK 17-Jun-14 23-Jun-14 7 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 ###

2.6 DRAINAGE WORK 8-Jun-14 21-Jun-14 14

RE-SCHEDULE OF WORK


Works : Canopy Parking Manager



DescriptionStart Finish Duration JUNI 2014 JULI 2014

(Date) (Date) ( days ) 21/06/2014 22/06/2014 23/06/2014 24/06/2014 25/06/2014 26/06/2014 27/06/2014 28/06/2014 29/06/2014 30/06/2014 01/07/2014 02/07/2014 03/07/2014 04/07/2014 05/07/2014 06/07/2014 07/07/2014###

###

I PREPARATORY WORK ###

###

1.1 PREPARATION 1-Jun-14 28-Jun-14 28 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041 0.0041

II CONSTRUCTION ###

2.1 EXCAVATION ( FOR FOUNDATION ) 1-Jun-14 15-Jun-14 15 0.0031 0.0031 0.0031 0.0031 ###

2.2 BOR PILE & CONCRETE PILE CAP 4-Jun-14 16-Jun-14 13 0.0347 0.0347 ###

2.3 FOUNDATION 1M X 1M & CONCRETE COLUM 6-Jun-14 16-Jun-14 11 0.0146 0.0146 0.0146 ###

2.4 STEEL STRUCTURE FOR CANOPY 25-Jun-14 1-Jul-14 7 0.0108 0.0108 0.0108 0.0108 0.0108 0.0108 0.0108 0.0108 ###

2.5 ROOFING WORK 1-Jul-14 6-Jul-14 6 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 0.0104 ###

2.6 EXCAVATION ( FOR DRAINASE ) 26-Jun-14 2-Jul-14 7

2.7 DRAINAGE WORK 29-Jun-14 5-Jul-14 7

2.8 REMOVAL CONCRETE STOPER & CURB STONE 26-Jun-14 1-Jul-14 6

2.9 CONCRETE FOR STOPER 4-Jul-14 6-Jul-14 3

2.10 REALIGMNET CURB STONE

III CLEANING AREA 1-Jun-14 7-Jul-14 37

FINISH

FINISH

FINISH ERECTION CANOPY IDLE

PROGRESS PHOTOGRAPH

Project : Sharp Electronic Indonesia New Factory Project Owner : Waste Area 1 Location : Karawang International Industrial City (KIIC) - Karawang

PROGRESS PHOTOGRAPH

Project : Sharp Electronic Indonesia New Factory Project Owner : Waste Area 1 Location : Karawang International Industrial City (KIIC) - Karawang

Documents

Schedul Parking Manager