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SAMPLE BQ FOR CIVIL MAINTENANCE SERVICE PROJECT

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Pedoman Pengelolaan Rantai Suplai Lampiran no : FL-002 Formulir No : SC.02

FORMULIR PERHITUNGAN TINGKAT KOMPONEN LOKAL DALAM NEGERI ( DOMESTIC CONTENT CALCULATION ) Formulir N0. : SC-02 Jumlah Nilai Penawaran : ( Total Quoted Price ) Item URAIAN (DESCRIPTION) Nilai Per Item (Item Value) aA. BARANG ( GOODS ) I. Material Terpakai (Material Used ) II. Peralatan ( Equipment ) 169,848,000.00 0.97 100% 169,848,000.00 0.97 2,522,008,680.00 14.35 100% 2,522,008,680.00 14.35

Rp% Komponen Dalam Negeri/KDN

17,577,102,880.00 KDN Penawaran ( Quoted DC ) Nilai (Value) d=axc % e

% b

( % Domestic Content/DC )

c

Sub Jumlah ( Sub Total ) A B. JASA ( SERVICES ) III. Personil / Konsultan ( Personel ) IV. Alat Kerja/Peralatan (Equipment) V.Konstruksi/Fabrikasi (Construction/Fabrication) V. Jasa Umum,dll (Other Services ) Sub Jumlah ( Sub Total ) B

2,691,856,680.00

15.31

2,691,856,680.00

15.31

3,695,802,000.00

21.03

100%

3,695,802,000.00

21.03

876,506,400.00

4.99

100%

876,506,400.00

4.99

10,312,937,800.00

58.67

100%

10,312,937,800.00

58.67

14,885,246,200.00

84.69

14,885,246,200.00

84.69 100.00

C. JUMLAH ( TOTAL ) = Sub Jumlah ( Sub Total ) A + B b e Catatan ( Note ) 1 Personil / Konsultan Kerja dll (Personnel ) 2 Alat Kerja / Peralatan (Equipment) 3 Kontruksi / Fabrikasi (Contruction/Fabrication) 4 Jasa Umum, dll ( Other service ) 5 Material terpakai (Material Used ) 6 Peralatan (Equipment) = =

17,577,102,880.00

100.00

17,577,102,880.00

Nilai Per Item / jumlah nilai Penawaran * 100% Nilai KDN Penawaran / jumlah nilai Penawaran * 100%

: Rekayasa,Survey Perencanaan,Pengawasan, Management, Tenaga dll : Engineering, Design Survey ,Suvervisory, Management, Labour,etc : Sewa rig, sewa kendaraan, sewa kapal , sewa Pompa dll. : Rig rental , vehicle Rental, Vessel Rental , Pump Rental ,etc : Kontruksi Sipil , Mesin, Listrik dll. : Civil contruction, Machines,electricity, etc. : Pengurusan Asuransi sewa rumah dll. : Handling Insurance House Leasing dll. : Pipa cement, chemical, dll. : Pipe cement, chemical, dll. : Pompa , kompressor, generator, dll. : Pump, compressor, generator, etc.

EXHIBIT CCOMPENSATION CIVIL MAINTENANCE SERVICESBQ UNIT PRICE Unit Price (Rp) b b Month Month 12,442,500.00 12,442,000.00 Monhtly Cost (Rupiah) c c=axb 24,885,000.00 24,884,000.00 49,769,000.00 a 24,108 Daily b 133,500.00 a Ea Ltr/day Sub Total 4 TOTAL ESTIMATE CONTRACT VALUE - 28 Months Total rata - rata pembiayaan per bulan 1 25 Month Ltr b 1,694,500.00 5,500.00 c=axb 1,694,500.00 16,500,000.00 18,194,500.00 IDR IDR COST (Rupah) 28 Months d d = c x 28 696,780,000.00 696,752,000.00 1,393,532,000.00 d=axb 3,218,418,000.00 3,218,418,000.00 d = c x 28 47,446,000.00 462,000,000.00 509,446,000.00 5,121,396,000.00 182,907,000.00

NO

DESCRIPTION

Unit

Qty a

1 1.2 1.3

PROJECT MANAGEMENT Supervisor Manpower Supply HSE Inspector Manpower Supply Sub Total 1 Ps Ps

a 2 2

2 2.6

CIVIL MAINTENANCE - MAN POWER SUPPLY Call Out personel Sub Total 2 Ps

4 4.1 4.3

TRANSPORTATION Double cabin 4 x 4 BBM, Solar

Note : 1 Formula For 4.3 BBM, Solar "Transfortation", in column Monthly or column C should be filled : c = a x b x 30 days x 4 unit 2 5.1 Capex Maintenance & Opec should be filled with Total estimated price of Unit Price (Supply & Instal) 3 5.2 Supply Material should be filled with Total estimated price of Material Suply Only 4 5.3 Painting should be filled with Total estimated price of Painting works

17,220

FIX Cost/ bulan

Gaji Svp 4 orang HSE 4 9,500,000 9,150,000 18,650,000

Over Time

Total

Thr 791,667 762,500 1,554,167

Pesangon 791,666.67 762,500.00 1,554,166.67

Cuti 791,666.67 762,500.00 1,554,166.67

Cto 2,000,000 2,500,000 4,500,000

Call out

6,000,000 6,000,000

2,861,272 2,861,272

8,861,272 8,861,272

500,000.00 500,000.00

500,000.00 500,000.00

500,000.00 500,000.00

24,108 28

##########

22.64

Total fix cost/ bulan

Invoice/ bulan

selisih

27,812,500.00

49,769,000.00

21,956,500.00

10,361,271.68 total

-

(10,361,271.68) #REF!

EXHIBIT CCOMPENSATION CIVIL MAINTENANCE SERVICESBQ UNIT PRICE Unit Price (Rp) b b Month Month Month 1,891,500.00 1,891,500.00 1,891,500.00 Monhtly Cost (Rupiah) c c=axb 3,783,000.00 7,566,000.00 7,566,000.00 COST (Rupah) 36 Months d d = c x 36 136,188,000.00 272,376,000.00 272,376,000.00 680,940,000.00 a 1900 2700 2400 1520 4320 270 Daily Daily Daily Daily Daily Daily b 126,100.00 126,100.00 126,100.00 126,100.00 126,100.00 125,400.00 d=axb 239,590,000.00 340,470,000.00 302,640,000.00 191,672,000.00 544,752,000.00 33,858,000.00 1,652,982,000.00 a Jts Ea Ea 1,500 Month 2,800 Month 10 Month b 1,500.00 300.00 3,900.00 6,800.00 c=axb 2,250,000.00 840,000.00 1,560,000.00 68,000.00 d = c x 36 81,000,000.00 30,240,000.00 56,160,000.00 2,448,000.00 169,848,000.00 a Ps Ps Ps 2 8 10 Month Month Month b 1,891,500.00 1,891,500.00 1,891,500.00 c=axb 3,783,000.00 15,132,000.00 18,915,000.00 d = c x 36 136,188,000.00 544,752,000.00 680,940,000.00 1,361,880,000.00 a Ea Ea Ltr/day Sub Total 4 5 5.1 5.2 5.3 WORK PACKAGE Capex Maintenance & Opec Suplly Material Painting Sub Total 5 TOTAL ESTIMATE CONTRACT VALUE - 36 Months Total rata - rata pembiayaan per bulan Lot Lot Lot 1 1 1 9,286,127,800.00 2,522,008,680.00 1,026,810,000.00 12,834,946,480.00 IDR 17,577,102,880.00 IDR 488,252,857.78 3 1 25 Month Month Ltr b 1,694,500.00 2,763,900.00 5,500.00 c=axb 5,083,500.00 2,763,900.00 16,500,000.00 d = c x 36 183,006,000.00 99,500,400.00 594,000,000.00 876,506,400.00

NO

DESCRIPTION

Unit

Qty a

1 1.1 1.2 1.3

PROJECT MANAGEMENT Field Manager Supervisor HSE Inspector Sub Total 1 Ps Ps Ps

a 2 4 4

2 2.1 2.2 2.3 2.4 2.5 2.6

CIVIL MAINTENANCE - MAN POWER SUPPLY Foremen (2 Person every day) Mansory (3 Person every day) Carpenter (3 Person every day) Plumber (2 Person every day) Skill Labour (8 Person every day) Call Out personel Sub Total 2 Ps Ps Ps Ps Ps Ps

3 3.1 3.1.1 3.1.2 3.1.3 3.1.4

SCAFFOLDING : Material Tubes (6m) Couplers & Fitting Alluminium Ladder Sub Total 3.1

Wodden Plank (50 mm thick, 250 mm widh, Sheet 400 Month 3 M Length)

3.2 3.2.1 3.2.2 3.2.3

Manpower Foremen (1 person every day) Scaffolder (4 person every day) Skill labour (5 person every day) Sub Total 3.2

4 4.1 4.2 4.3

TRANSPORTATION Double cabin 4 x 4 PS truck BBM, Solar

Note : 1 Formula For 4.3 BBM, Solar "Transfortation", in column Monthly or column C should be filled : c = a x b x 30 days x 4 unit 2 5.1 Capex Maintenance & Opec should be filled with Total estimated price of Unit Price (Supply & Instal) 3 5.2 Supply Material should be filled with Total estimated price of Material Suply Only 4 5.3 Painting should be filled with Total estimated price of Painting works

22,618,691,459

77.71

CS-136478484 Civil Maintenance Services

SUMATERA CIVIL MAINTENANCE CONTRACT BILL OF QUANTITIESPAINTING WORKSNO. 1 2 3 4 5 6 7 DESCRIPTION Painting Camp (oil Paint) Painting Camp (emulsion Paint Paint) General oil Paint for support/ post and stopper Painting for piping Hot resistence painting for piping and skid Acid Resistence for piping and skid Chainlink fence painting UNIT M2 M2 M2 M2 M2 M2 M2 VOLUME 3,200 11,500 2,100 3,100 1,100 1,200 7,500 PRICE (Rp.) 26,000 33,200 39,000 39,000 94,200 54,700 25,300 TOTAL ESTIMATED (Rp)

TOTAL ESTIMATED PRICE

Rp.

( Say In Word : Nine Hundred And Fourty- Two Million Rupiahs)

Bill Of Quantity

Page 7 of 75

CS-136478484 Civil Maintenance Services

ACT

TOTAL ESTIMATED (Rp) 83,200,000 381,800,000 81,900,000 120,900,000 103,620,000 65,640,000 189,750,000

1,026,810,000

Bill Of Quantity

Page 8 of 75

CS-136478484 Civil Maintenance Services

SUMATERA CIVIL MAINTENANCE CONTRACT BILL OF QUANTITIES CIVIL WORKPRICE TOTAL ESTIMATED PRICE

NO.

DESCRIPTION

UNIT

UNIT PRICE (Supply & Install) 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 1 2 3 4 5 6 7 8 1 2 3 4 5 Excavation < 1.5 m, commond soil Excavation > 1.5 m, comomond soil Disposal < 15 m, used manual Disposal; 15 < Disposal < 100 m, used manual Disposal; 100 < Disposal < 1000 m, used light vehicle Sand Bedding 100 THK Backfill & Compaction (used tamping rammer) Sand Bedding 250 THK Concrete Work Plastic Sheet 1,2 x 50 m Lean Concrete K-125 ( Type I Cement ) Formwork by Plywood minimum 12 mm thk Reinforcement (rebar) U 39 Anchor Bolt min dia 16 mm Concrete K-175 ( Type I Cement ) Concrete K-210 ( Type I Cement ) Concrete K-225 ( Type I Cement ) Grouting minimum K400 Wall Instalation Work Brick Wall, commond brick 10 x10 x20 cm Plastering & Rendering 1 pc : 3 sand & Rendering Install'n Gypsum 12 mm include hollo frame Install'n Gypsum 12 mm exclude hollo frame Acustic Board (inc. Alumunium Frame + Hanger) Plaster Board Plaster Board (incl. Wood Frame + Hanger ) Stell Structural Works & Roofing Work Stell Structural Works (carbon Steel) Bolt & Nut Dia 9 - 19 mm (carbon Steel) Corrugated metal roofing (klip lock) Ridge Chapping (Galvanize) Flashing ( Galvanize) Zink Gutter BJLS 30 (Galvanize) Corrugated roof zinc 0,35 thk Ceiling Work Plaffond plywood 6 mm, good quality Plaffond plywood 9 mm, good quality Calciboard 5 mm (Not Include Frame) Sanitary Work Western Closet ( inc acessories ), good Quality Squatsing Closet ( inc acessories ), good Quality Urinoir ( inc acessories ), good Quality Wash Basin, good quality Shower Head, good quality Hand Shower, good quality Toilet Shower, good quality Valve for Shower, good quality Plumbing Work Down Sport PVC Pipe Dia. 4" minimum AW Install pipe PVC size 1.5 M 1.000 Person 0.030 Person Helper Foreman @ Rp. @ Rp. TOTAL 1 M3 DISPOSAL < 15 M 0.300 Person 0.010 Person Helper Foreman @ Rp. @ Rp. TOTAL 1 M3 DISPOSAL > 15 DISPOSAL < 100 M 0.500 Person 0.050 Person Helper Foreman @ Rp. @ Rp. TOTAL 1 M3 DISPOSAL > 100 DISPOSAL < 1000 M 1.250 Person 0.050 Person Helper Foreman @ Rp. @ Rp. TOTAL 1 M2 BACKFIIL & COMPACTION 0.125 Unit 0.260 Person Hand Compactor Helper @ Rp. @ Rp. TOTAL 1 ROLL PLASTIC SHEET 1,2 x 50 M 1 M2 PLASTIC SHEET 1,2 x 50 M 1.000 M2 Plastic Sheet 0.400 Person Labour 80,000 94,300 Rp. Rp. Rp. 94,300 126,100 Rp. Rp. Rp. 94,300 126,100 Rp. Rp. Rp. 94,300 126,100 Rp. Rp. Rp. 94,300 126,100 Rp. Rp. Rp. 126,100 94,300 126,100 Rp. Rp. Rp. Rp. Field Manager Supervisor Safety Inspector @ Rp. @ Rp. @ Rp. TOTAL 1,891,500 1,891,500 1,891,500 Rp. Rp. Rp. Rp.

@ Rp. @ Rp. TOTAL

13,200 94,300

Rp. Rp. Rp.

1 M3

LEAN CONCRETE K-125 0.820 M3 0.500 M3 4.000 Zak 0.250 Unit 0.100 Person 0.250 Person 1.000 Person

Gravel Sand Cement Type I Concrete Mixer Foreman Masonary Helper

@ @ @ @ @ @ @

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

450,000 138,000 54,000 50,000 126,100 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT

10 M2 FORMWORK 0.400 4.000 0.100 0.260 0.500

M3 Kg Person Person Person

Timber Nail Foreman Carpenter Helper

@ @ @ @ @

Rp. Rp. Rp. Rp. Rp.

1,620,000 10,800 126,100 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL for 1 M2 Rp. 2,052.000 : 10 : 10 783,746 1 M2 Instal Wiremesh M-8 1.000 M2 0.001 Person 0.010 Person Wire Foreman Skill @ Rp. @ Rp. @ Rp. 54,000 126,100 126,100

Rp. Rp. Rp.

TOTAL 1 KG REINFORCEMENT 1.100 0.040 0.001 0.010 Kg Kg Person Person Reinforcement Wire Foreman Skill @ @ @ @ Rp. Rp. Rp. Rp. 14,904 13,800 126,100 126,100

Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M3 CONCRETE K-175 0.820 0.540 5.000 0.250 0.150 0.080 0.250 1.000 M3 M3 Zak Unit Unit Person Person Person Gravel Sand Cement Type I Concrete Mixer Vibrator Foreman Masonary Helper @ @ @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 450,000 138,000 54,000 50,000 50,000 126,100 126,100 94,300

Rp.

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M3 CONCRETE K-210 0.820 0.540 6.000 0.250 0.150 0.080 0.250 1.000 M3 M3 Zak Unit Unit Person Person Person Gravel Sand Cement Type I Concrete Mixer Vibrator Foreman Masonary Helper @ @ @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 450,000 138,000 54,000 50,000 50,000 126,100 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M3 CONCRETE K-225 0.820 M3 0.540 M3 7.000 Zak 0.250 Unit 0.150 Unit 0.080 Person 0.250 Person 1.000 Person Gravel Sand Cement Type I Concrete Mixer Vibrator Foreman Masonary Helper @ @ @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 450,000 138,000 54,000 50,000 50,000 126,100 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACTTOTAL 1 M3 SAND BENDDING 100 THK 1.000 M3 0.100 Person 1.000 Person Sand Foreman Helper @ Rp. @ Rp. @ Rp. TOTAL 1 M3 SAND BENDDING 250 THK 1.000 M3 0.100 Person 1.000 Person Sand Foreman Helper @ Rp. @ Rp. @ Rp. TOTAL 1 M2 BRICK WALL 50.000 0.420 0.070 0.030 0.200 0.400 Each Zak M3 Person Person Person Brick Cement Type I Sand Foreman Masonary Helper @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. 600 54,000 138,000 126,100 126,100 94,300 Rp. Rp. Rp. Rp. Rp. Rp. Rp. 138,000 126,100 94,300 Rp. Rp. Rp. Rp. 138,000 126,100 94,300 Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 PLASTERING & RENDERING 0.014 0.130 0.010 0.150 0.300 M3 Zak Person Person Person Sand Cement Type I Foreman Masonary Helper @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 138,000 54,000 126,100 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 CORRUGATED METAL ROOFING 1.000 2.000 0.010 0.120 0.120 M2 Each Person Person Person Klip lock Fixing Strap Foreman Masonary Helper @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 54,840 1,200 126,100 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 Zink Gutter BJLS 30 1.000 4.000 0.020 0.010 0.120 0.120 M2 Each Each Person Person Person Zink Gutter BJLS30 Revet Nail Silicon Sealent Foreman Masonary Helper @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. 72,000 282 48,000 126,100 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp.

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACTTOTAL Rp.

1 M1

RIDGE CHAPPING 1.000 M1 0.080 Kg 0.010 Person 0.050 Person 0.050 Person

Ridge Capping Nail Foreman Masonary Helper

@ @ @ @ @

Rp. Rp. Rp. Rp. Rp.

50,603 10,800 126,100 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M1 FLASHING 1.000 0.080 0.010 0.050 0.050 M1 Kg Person Person Person Flashing Nail Foreman Masonary Helper @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 41,040 10,800 126,100 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 Each BUG / BIRD SCREEN DOOR 0.04 0.08 2.50 3.00 2.00 0.050 0.050 M3 Kg M' Each Each Person Person Timber Nail Kawat Nyamuk Engsel 4" Grendle Masonary Helper @ @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. Rp. 1,620,000 10,800 2,400 16,800 9,000 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 ACOUSTIC BOARD 0.550 1.400 1.200 6.300 2.000 0.050 0.200 Each Each M Each Each Person Person Aluminum T (1x1) Acoustic Panel Wire Rivet Nail Concrete Nail Foreman Masonary @ @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. Rp. 37,800 54,000 102,000 282 300 126,100 126,100

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M1 INSTALL PIPE PVC 3" 0.010 Person 0.100 Person 0.250 PVC 3" 0.500 Soc/T Foreman Skill Ea Ea @ @ @ @ Rp. Rp. Rp. Rp. 126,100 126,100 223,920 18,000

Rp. Rp. Rp. Rp.

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT0.070 Lem Kg @ Rp. 20,400 Rp.

TOTAL 1 M1 INSTALL PIPE PVC > 2" 0.010 0.100 0.250 0.500 0.070 Person Person PVC 2" Soc/T Lem Foreman Skill Ea Ea Kg @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 126,100 126,100 111,000 7,200 20,400

Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M1 INSTALL PIPE PVC > 1.5" 0.010 0.100 0.250 0.500 0.070 Person Person PVC1.5" Soc/T Lem Foreman Skill Ea Ea Kg @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 126,100 126,100 85,800 7,200 20,400

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M1 INSTALL PIPE PVC > 1.1/4" 0.010 0.100 0.250 0.500 0.070 Person Person PVC1.1/4" Soc/T Lem Foreman Skill Ea Ea Kg @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 126,100 126,100 76,200 6,000 20,400

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M1 INSTALL PIPE PVC > 1" 0.010 0.100 0.250 0.500 0.070 Person Person PVC 1" Soc/T Lem Foreman Skill Ea Ea Kg @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 126,100 126,100 51,000 2,400 20,400

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M1 INSTALL PIPE GALVANIZE 4" 0.050 0.167 0.050 0.250 Person Galvanis Soc/T Person Foreman Ea Ea Skill @ @ @ @ Rp. Rp. Rp. Rp. 126,100 534,000 32,400 126,100

Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M1 INSTALL PIPE GALVANIZE > 6" 0.050 0.167 0.050 0.250 Person Galvanis Soc/T Person Foreman Ea Ea Skill @ @ @ @ Rp. Rp. Rp. Rp. 126,100 1,461,600 37,200 126,100

Rp. Rp. Rp. Rp. Rp.

TOTAL SURFACE PREPARATION a. Labor Cost, 18,52 M2/Day 1.000 Person 3.000 Person Foreman Grinder @ Rp. @ Rp. 126,100 126,100

Rp. Rp. Rp. Rp.

TOTAL for 1 M2 Rp. 1.021.000 : 18,5218,52 504,400 :

b. Equipment Cost, 18,52 M2/Day 3.000 Ea 3.000 Ea 1.000 Lot Granding Wire Brush Cup Others @ Rp. @ Rp. @ Rp. 5,000 19,200 500 Rp. Rp. Rp. Rp. Rp.

TOTAL for 1 M2 Rp. 84 ,50073,100 : 18,52 m : 18,52 1 M2 PAINTING PLANT (Hot) 0.125 0.120 0.100 1.000 1.000 Liter Liter Liter M2 M2 High Heat Silicone Heat Resisting Silicone Alum Tinner Paint Manpower Paint Equipment @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 239,237 239,237 43,056 27,235 3,947

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 PAINTING CAMP 0.200 Liter

Emulsion

@ Rp.

72,000

Rp.

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT0.140 0.120 1.000 0.100 0.010 Kg Each Lot Person Person Wallfiller Emery Clotch Consumable Painter Foreman @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 26,160 2,160 1,000 126,100 126,100 Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 CUTTING GRASS 0.00120 Person 0.00005 Person Helper Foreman @ Rp. @ Rp. TOTAL 94,300 126,100

Rp. Rp. Rp.

Untuk 1 Ha 10000 x1 Ea Anchor Bolt 3/4" - 30 cm 1.000 Anchor Bolt Ea 0.100 Person Helper

119

@ Rp. @ Rp. TOTAL

36,000 94,300

Rp. Rp. Rp.

1 Ltr

Grouting 1.000 Grouting 0.100 Person @ Rp. @ Rp. TOTAL 32,400 126,100 Rp. Rp. Rp.

Skill

1 M2

Ceramic Tile ( Incl.Mortar ) for Floor 0,3 x 0,3 M 1.000 Box Ceramic Tile 0.030 M3 Concrete 0.020 Person Skill 0.200 Person Helper

@ @ @ @

Rp. Rp. Rp. Rp.

63,000 869,433 126,100 94,300

Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 Ceramic Tile ( Incl.Mortar ) for wall 0,2 x 0,2 M 1.000 Box Ceramic Tile 0.030 M3 Concrete 0.020 Person Skill 0.200 Person Helper

@ @ @ @

Rp. Rp. Rp. Rp.

53,400 869,433 126,100 94,300

Rp. Rp. Rp. Rp. Rp.

TOTAL 1 Kg Steel Structure Work 0.030 Person Skill 0.100 Person Helper 1.000 Steel @ Rp. @ Rp. @ Rp. TOTAL 1 Kg Bolt & Nut Dia. 9 - 19 mm 126,100 94,300 19,440

Rp. Rp. Rp. Rp.

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT0.010 Person Skill 0.100 Person Helper 1.000 Steel @ Rp. @ Rp. @ Rp. TOTAL 126,100 94,300 18,000 Rp. Rp. Rp. Rp.

1 M2

Insulation (chainlink, aluminum single sided, Glasswool )1.000 Glaswool 0.010 Person 0.100 Person Skill Helper @ Rp. @ Rp. @ Rp. TOTAL 42,000 126,100 94,300 Rp. Rp. Rp. Rp.

1 M2

Instal chainlink Galvanize1.000 Chainklink Galvanize 0.010 Person Skill 0.100 Person Helper @ Rp. @ Rp. @ Rp. TOTAL 27,000 126,100 126,100 Rp. Rp. Rp. Rp.

1 M'

Downspot PVC 4" 0.250 Each 0.500 Each 1.000 Each 4.000 Each

Pipe PVC dia 4" Elbow PVC dia 4" Plate 1" x 2 mmm Fisher S -8 + Screw

@ @ @ @

Rp. Rp. Rp. Rp.

371,400 21,840 45,360 2,592

Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M' Galvanized Steel Chain Dia. 8 mm 0.010 Person Foremen 0.100 Each Skill 1.000 M Galvanize Steel Chain

@ Rp. @ Rp. @ Rp. TOTAL

126,100 126,100 367,200

Rp. Rp. Rp. Rp.

1 M2

Plaster Board 0.350 0.080 0.020 0.200 M2 Kg Person Person Gypsum Plaster Board Nail Skill Helper @ @ @ @ Rp. Rp. Rp. Rp. 51,000 10,800 126,100 94,300 Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 Plafond Triplek 6 mm 0.350 0.080 0.020 0.200 0.015 M2 Kg Person Person M3 Triplek 6 mm Nail Skill Helper Timber @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 78,000 10,800 126,100 94,300 1,620,000

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 Plafond Triplek 9 mm 0.350 M2 Triplek 9 mm @ Rp. 182,400

Rp.

Analisa

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT0.080 0.020 0.200 0.015 Kg Person Person M3 Nail Skill Helper Timber @ @ @ @ Rp. Rp. Rp. Rp. 10,800 126,100 94,300 1,620,000 Rp. Rp. Rp. Rp. Rp.

TOTAL

1 M2

INSTAL CALCI BOARD (NOT INCLUDE FRAME ) 1.000 M2 0.020 Person 0.200 Person Calci Board Skill Helper @ Rp. @ Rp. @ Rp. TOTAL 75,000 126,100 94,300 Rp. Rp. Rp. Rp.

1 M2

GYPSUM 1.000 M2 0.020 Person 0.200 Person Gypsum Skill Helper @ Rp. @ Rp. @ Rp. TOTAL 51,000 126,100 94,300 Rp. Rp. Rp. Rp.

1 M2

GYPSUM ( inc Wood Frame + Hanger ) 1.000 6.000 1.200 6.000 1.000 0.020 0.200 M2 EA M1 Ea M1 Person Person Gypsum Nail Concrete Wire Rivet Nail Hollo Frame Skill Helper @ @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. Rp. 51,000 300 102,000 282 36,000 126,100 94,300 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 Formica 0.350 Ea 0.300 Kg 0.200 Person Formica Glue Skill @ Rp. @ Rp. @ Rp. TOTAL 1 M2 Poliprint 0.350 Ea 0.300 Kg 0.200 Person Poliprint Glue Skill @ Rp. @ Rp. @ Rp. TOTAL 1 M2 Teak Wood 0.350 Ea 0.300 Kg Teak Wood Glue @ Rp. @ Rp. 135,000 20,400 180,000 20,400 126,100 240,000 20,400 126,100

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp.

Rp. Rp.

Analisa

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT0.200 Person Skill @ Rp. TOTAL 1 M2 Soft Board 0.350 Ea 0.300 Kg 0.200 Person Soft Board 1/2 " Glue Carpenter @ Rp. @ Rp. @ Rp. TOTAL 1 Ea Kunci SES 1 set 1.000 Ea 0.300 Person 1.000 Lot Kunci SES Skill Cosumable @ Rp. @ Rp. @ Rp. TOTAL 1 Ea Handle 1 set 1.000 Ea 0.300 Person 1.000 Lot Handle Skill Cosumable @ Rp. @ Rp. @ Rp. TOTAL 300,000 126,100 7,500 Rp. Rp. Rp. Rp. 210,000 126,100 7,500 Rp. Rp. Rp. Rp. 162,000 20,400 126,100 Rp. Rp. Rp. Rp. 126,100 Rp. Rp.

1 Ea

Cylinder Lock 1 set 1.000 Ea 0.300 Person 1.000 Lot Cylinder Lock Skill [email protected] Rp. @ Rp. @ Rp. TOTAL 291,600 126,100 7,500 Rp. Rp. Rp. Rp.

1 Ea

Hinge Door 4" 1.000 Ea 0.080 Person 1.000 Lot Hinge Door Skill [email protected] Rp. @ Rp. @ Rp. TOTAL 36,000 126,100 7,500 Rp. Rp. Rp. Rp.

1 Ea

Hinge Furniture 1.000 Ea 0.080 Person 1.000 Lot Hinge Furniture Skill [email protected] Rp. @ Rp. @ Rp. TOTAL 14,400 126,100 7,500 Rp. Rp. Rp. Rp.

1 Ea

Kunci Alfa Kens 1.000 Ea 0.300 Person 1.000 Lot Alfa Kens Skill Cosumable @ Rp. @ Rp. @ Rp. TOTAL 135,000 126,100 7,500 Rp. Rp. Rp. Rp.

1 Ea

Door Closer

Analisa

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT

1.000 Ea 0.300 Person 1.000 Lot

Door Closer Skill Cosumable

@ Rp. @ Rp. @ Rp. TOTAL

252,000 126,100 7,500

Rp. Rp. Rp. Rp.

1 Ea

Engsel for Door 1.000 Ea 0.300 Person Engsel Skill @ Rp. @ Rp. TOTAL 14,400 126,100 Rp. Rp. Rp.

1 Ea

Engsel for Furniture 1.000 Ea 0.300 Person Engsel Skill @ Rp. @ Rp. TOTAL 10,800 126,100 Rp. Rp. Rp.

1 Ea

Drawer Lock 1.000 Ea 0.200 Person Drawer Lock Skill @ Rp. @ Rp. TOTAL 16,200 126,100 Rp. Rp. Rp.

1 Ea

Grandel 1.000 Ea 0.250 Person Grandel Skill @ Rp. @ Rp. TOTAL 9,000 126,100 Rp. Rp. Rp.

1 Unit Install Allumunium Door Frame 2.1 m x 0.9 m 5.100 5.100 1.000 1.000 0.010 M1 M1 Lot Person Person Allumunium Frame Moher + stopper list rivet + acc Skill Foreman @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 37,800 27,000 282 126,100 126,100 Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 Unit Install Allumunium Door Frame 2.1 m x 1.80 m 6.000 6.000 1.000 1.000 0.010 M1 M1 Lot Person Person Allumunium Frame Moher Consumable Skill Foreman @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 37,800 27,000 10,000 126,100 126,100

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 Set Install Allumunium Sliding Window 1.2 m x 0.6 m 3.600 1.000 1.000 1.000 M1 Lot Lot Person Allumunium Frame Accessories Consumable Skill @ @ @ @ Rp. Rp. Rp. Rp. 37,800 45,000 10,000 126,100

Rp. Rp. Rp. Rp.

Analisa

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT0.010 Person Foreman @ Rp. TOTAL 1 Ea Door Leaf type panel 0.82 m x 2.2 m 1.000 1.000 1.000 1.000 0.010 Ea Lot Lot Person Person Door type Panel Accessories Consumable Skill Foreman @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 1,320,000 25,000 10,000 126,100 126,100 Rp. Rp. Rp. Rp. Rp. Rp. 126,100 Rp. Rp.

TOTAL 1 M2 PAINTING CAMP ( Oil Paint ) 0.200 0.140 1.000 0.100 0.010 Liter Kg Lot Person Person Platone Wallfiller Consumable Painter Foreman @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 40,000 21,800 1,000 126,100 126,100

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 Ea Western Closet 1.000 0.200 1.000 0.500 0.500 TOTO ( inc assossories ) Ea Kg Ea Person Person Westeren Closet Cement Cosumabel Skill Helper @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 2,004,000 54,000 5,000 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 Ea Squatsing Closet 1.000 0.200 1.000 0.500 0.500 - TOTO ( inc accessories ) S. Closet Cement Cosumabel Skill Helper @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 2,520,000 54,000 5,000 126,100 94,300

Ea Kg Ea Person Person

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 Ea Urinoir - TOTO ( inc assosories ) 1.000 0.250 1.000 0.500 0.500 Ea Kg Ea Person Person Urinoir Cement Cosumabel Skill Helper @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 1,500,000 54,000 5,000 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 Ea Wash Basin 1.000 0.200 1.000 0.500 0.500 Ea Kg Ea Person Person Wash Basin Cement Cosumabel Skill Helper @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 1,940,400 54,000 5,000 126,100 94,300

Rp. Rp. Rp. Rp. Rp.

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT

TOTAL 1 Ea Shower Head - San EI 1.000 Ea 0.250 Person Shower Head Skill @ Rp. @ Rp. TOTAL 1 Ea Hand Shower San EI Hand Shower Skill @ Rp. @ Rp. TOTAL 1 Ea Toilet Shower San EI 1.000 Ea 0.250 Person Toilet Shower Skill @ Rp. @ Rp. TOTAL 1 Ea Valve for Shower San EI 1.000 Ea 0.250 Person Valve Skill @ Rp. @ Rp. TOTAL 1 M2 Granito Tile 1.000 0.300 0.030 1.000 0.200 0.200 Box Zak M3 Ea Person Person Ganito Tile Cement Pasir Cosumabel Skill Helper @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. 240,000 54,000 138,000 5,000 126,100 94,300 81,000 126,100 122,400 126,100 243,600 126,100 890,400 126,100

Rp.

Rp. Rp. Rp.

1.000 Ea 0.250 Person

Rp. Rp. Rp.

Rp. Rp. Rp.

Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 Polycarbonate 1.000 6.000 1.000 0.020 0.200 M2 Ea Ea Person Person Polycarbonate Nail Cosumabel Skill Helper @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 84,746 250 5,000 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 Corrugated zinc 4' x 8' thick=0,3 mm 0.357 6.000 1.000 0.020 0.200 Ea Ea Ea Person Person Corrugated zinc Nail Cosumabel Skill Helper @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 116,640 250 5,000 126,100 94,300

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M' Barbed Wire

Analisa

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT

0.100 Roll 0.020 Person 0.100 Person

Barbed wire fencing Skill Helper

@ Rp. @ Rp. @ Rp. TOTAL

240,000 126,100 94,300

Rp. Rp. Rp. Rp.

1 M2

Vinil Tile 1.000 0.300 0.015 0.300 M2 Can Person Person Vinil Tile Lem Fox Skill Helper @ @ @ @ Rp. Rp. Rp. Rp. 120,000 20,400 126,100 94,300 Rp. Rp. Rp. Rp. Rp.

TOTAL BBM/ Bulan 1.000 Mobil @ Rp. 5,500

Rp.

TOTAL

Rp.

1 M2

PAINTING FOR PIPING 0.150 0.100 1.000 0.150 0.020 1.000 Liter Liter Lot Person Person Lot Platone Thinner Consumable Painter Foreman Surface preparation @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. 48,000 43,056 1,000 126,100 126,100 5,000 Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL

Rp.

1 M2 PAINTING ACID RESISTANCE FOR PIPING AND SKID 0.150 0.120 0.100 0.050 0.010 1.000 Ltr Ltr Ltr Person Person Lot Epoxy Phenolic Shop Epoxy Primer Thinner Painter Foreman Paint Equitment @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. 140,098 140,098 43,056 126,100 126,100 5,000 Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 PAINTING FOR PIPING CHAINLINK FENCE 0.100 0.100 1.000 0.100 0.020 Liter Liter Lot Person Person Platone Thinner Consumable Painter Foreman @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 48,000 43,056 1,000 126,100 126,100

Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 M2 Instal Wiremesh M-8

Analisa

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT1.000 M2 0.001 Person 0.010 Person Wire Foreman Skill @ Rp. @ Rp. @ Rp. 54,000 126,100 126,100 Rp. Rp. Rp.

TOTAL 1 M1 Instal Dick 60 x 40 0.240 0.060 1.200 1.400 0.140 M3 M3 M2 M2 M3 Excavation Disposal Formwork Wiremash M6 Concrete K225 @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. 89,510 29,551 78,375 31,746 977,433

Rp.

Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL Industrial Chain Pole & Pondation jarak 3 m 5.820 M2 Chain Link Fence 11.000 M1 Angle Steel L75x75x6 0.072 M3 Concrete K175 9.000 M1 Barbed Wire 10.000 M' Round bar 8 mm 50.000 Ea Welding rod 1.000 Lot Consumable

@ @ @ @ @ @ @

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

40,871 40,000 869,433 35,952 9,900.00 16,200.00 10,000

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 Unit Personal Gates 4.000 6.000 2.000 6.000 0.063 4.000 50.000 1.000 M1 M1 M2 M1 M3 M1 Ea Lot Pipa Galv 6" Pipa Galv 4" Chain Link Fence Angle Steel L75x75x6 Concrete K175 Barbed Wiremesh Welding Rod Consumable @ @ @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 283,290 128,450 40,871 40,000 869,433 35,952 16,200 10,000

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL 1 Unit Vehicle Gates & Foundation 4.000 20.000 12.000 0.352 24.000 27.000 50.000 6.000 1.000 M1 M1 M2 M3 M1 M1 Ea M1 Lot Pipa Galv 6" Pipa Galv 4" Chain Link Fence Concrete K175 Barbed Wiremesh Angle Steel L75x75x6 Welding Rod Wire sling Consumable @ @ @ @ @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 283,290 128,450 40,871 869,433 35,952 40,000 16,200 22,000 10,000

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

TOTAL

1 Bln

Mobil Double Cabin 1.000 Ea 1.000 Lot

Double Cabin Maintenance

@ Rp. @ Rp. TOTAL

60,000,000 1,000,000

Rp. Rp. Rp. Rp.

1 Bln = Total/36

Analisa

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ANALISA HARGA SATUANSUMATERA CIVIL MAINTENANCE CONTRACT1 Bln Mobil Ps Truck (8 Ton) 1.000 Ea PS Truck 1.000 Ea Maintenance

@ Rp. @ Rp. TOTAL

98,500,000 1,000,000

Rp. Rp. Rp. Rp.

1 Bln = Total/36

Analisa

31 of 75

T

3,783,000 7,566,000 7,566,000 18,915,000 7,566,000 85,727 3,783 89,510

94,300 3,783 98,083

28,290 1,261 29,551

47,150 6,305 53,455

117,875 6,305 124,180

10,000 24,518 34,518

13,200 37,720 50,920

369,000 69,000 216,000 12,500 12,610 31,525 94,300 804,935

Analisa

32 of 75

T

648,000 43,200 12,610 32,786 47,150 783,746 78,375

54,000 126 1,261

55,387 16,394 552 126 1,261

18,334

369,000 74,520 270,000 12,500 7,500 10,088 31,525 94,300 869,433

369,000 74,520 324,000 12,500 7,500 10,088 31,525 94,300 923,433 369,000 74,520 378,000 12,500 7,500 10,088 31,525 94,300

Analisa

33 of 75

T977,433

138,000 12,610 94,300 244,910

138,000 12,610 94,300 244,910

30,000 22,680 9,660 3,783 25,220 37,720 129,063

1,932 7,020 1,261 18,915 28,290 57,418

54,840 2,400 1,261 15,132 11,316 84,949

72,000 1,128 960 1,261 15,132 11,316

Analisa

34 of 75

T101,797

50,603 864 1,261 6,305 4,715 63,748

41,040 864 1,261 6,305 4,715 54,185

64,800 864 6,000 50,400 18,000 6,305 4,715 151,084

20,790 75,600 122,400 1,777 600 6,305 25,220 252,692

1,261 6,305 92,850 21,840 1,020 123,276 1,261 12,610 55,980 9,000

Analisa

35 of 75

T1,428

80,279 80,279

1,261 12,610 27,750 3,600 1,428 46,649

1,261 12,610 21,450 3,600 1,428 40,349

1,261 12,610 19,050 3,000 1,428 37,349

1,261 12,610 12,750 1,200 1,428 29,249

1,261 12,610 61,000 480 75,351 75,351

Analisa

36 of 75

T6,305 99,200 780 31,525 137,810

6,305 89,000 1,620 31,525 128,450

6,305 243,600 1,860 31,525 283,290

126,100 378,300 504,400 27,235

15,000 57,600 500 73,100 3,947

29,905 28,708 4,306 27,235 3,947 94,101

14,400

Analisa

37 of 75

T3,662 259 1,000 12,610 1,261 33,193

113 6 119

1,194,650.00

36,000 9,430 45,430

32,400 12,610 45,010

63,000 26,083 2,522 18,860 110,464.99 110,465

53,400 26,083 2,522 18,860 100,865 100,865

3,783 9,430 19,440 32,653

Analisa

38 of 75

T1,261 9,430 18,000 28,691

42,000 1,261 9,430 52,691

27,000 1,261 12,610 40,871

92,850 10,920 45,360 10,368 159,498

1,261 12,610 367,200 381,071 17,850 864 2,522 18,860 40,096

27,300 864 2,522 18,860 24,300 73,846

63,840

Analisa

39 of 75

T864 2,522 18,860 24,300 110,386

75,000 2,522 18,860 96,382

51,000 2,522 18,860 72,382

51,000 1,800 122,400 1,692 36,000 2,522 18,860 234,274

84,000 6,120 25,220 115,340

63,000 6,120 25,220 94,340

47,250 6,120

Analisa

40 of 75

T25,220 78,590

56,700 6,120 25,220 88,040

210,000 37,830 7,500 255,330

300,000 37,830 7,500 345,330

291,600 37,830 7,500 356,200

36,000 10,088 7,500 53,588

14,400 10,088 7,500 31,988

135,000 37,830 7,500 180,330

Analisa

41 of 75

T

252,000 37,830 7,500 297,330

14,400 37,830 52,230

10,800 37,830 48,630

16,200 25,220 41,420

9,000 31,525 40,525

192,780 137,700 282 126,100 1,261 458,123

226,800 162,000 10,000 126,100 1,261 526,161

136,080 45,000 10,000 126,100

Analisa

42 of 75

T1,261 318,441

1,320,000 25,000 10,000 126,100 1,261 1,482,361

8,000 3,052 1,000 12,610 1,261 25,923

2,004,000 10,800 5,000 63,050 47,150 2,130,000

2,520,000 10,800 5,000 63,050 47,150 2,646,000

1,500,000 13,500 5,000 63,050 47,150 1,628,700

1,940,400 10,800 5,000 63,050 47,150

Analisa

43 of 75

T

2,066,400

890,400 31,525 921,925

243,600 31,525 275,125

122,400 31,525 153,925

81,000 31,525 112,525

240,000 16,200 4,140 5,000 25,220 18,860 309,420

84,746 1,500 5,000 2,522 18,860 112,628

41,657 1,500 5,000 2,522 18,860 69,539

Analisa

44 of 75

T

24,000 2,522 9,430 35,952

120,000 6,120 1,892 28,290 156,302

165,000

165,000

7,200 4,306 1,000 18,915 2,522 5,000

38,943

21,015 16,812 4,306 6,305 1,261 5,000

54,698

4,800 4,306 1,000 12,610 2,522 25,238

Analisa

45 of 75

T54,000 126 1,261

55,387

21,482 1,773 94,050 44,444 136,841 298,590

237,869 440,000 62,599 323,568 99,000 810,000 10,000 1,983,036

1,133,160 770,700 81,742 240,000 54,774 143,808 810,000 10,000 3,244,184

1,133,160 2,569,000 490,452 306,040 862,848 1,080,000 810,000 132,000 10,000 7,393,500

60,000,000 1,000,000 61,000,000

1,694,444.44

Analisa

46 of 75

T

98,500,000 1,000,000 99,500,000

2,763,888.89

PERHITUNGAN BIAYA KARYAWANCIVIL MAINTENANCE SERVICES Contractor Owner DASAR PERHITUNGAN WASTE SEGREGATION A. Estimasi Jam Kerja (Manhour) A.1 Jam Kerja Normal Per Hari A.2 Jumlah Tenaga Kerja A.3 Upah Karyawan Per Hari B. Kesejahteraan & Tunjangan Karyawan B.1 Biaya Upah Karyawan Per Hari B.2 Jamsostek B.3 Tunjangan Hari Raya B.4 Tunjangan Cuti B.5 Pesangon B.6 Askes Jumlah ( B ) Jumlah Biaya Kesejahterann & Tunjangan Per Hari / Orang ( B : A.2 ) C. Perlengkapan Karyawan C.1 Helmet C.2 Safety Shoes C.3 Uniform (coveralls) C.4 Safety Glass C.4 Ear Plug C.4 Hand Gove C.5 Rain Coat Jumlah ( C ) Jumlah Biaya Perlengkapan Karyawan Per Hari/Orang ( C : A.2 ) D. Biaya Base Camp D.1 Accomodation D.2 Meal D.3 Laundry D.4 Over Time Jumlah ( D ) Jumlah Biaya Acommodation, Meal & Loundry Per Hari/Org ( C : A.2 ) E. Biaya Kontraktor E.1 Peralatan Kantor E.2 Key Personnel E.3 Transportation E.4 Mobilsasi Karyawan Jumlah ( E ) Jumlah Biaya Over Head Kontraktor Per Hari/Org ( E : A.2 ) F. G. H. I. J. K. Biaya Karyawan Sebelum Keuntungan PPh Fee Kontraktor Biaya Karyawan Setelah Keuntungan ( F + G + H ) Biaya Karyawan Per Hari / Orang ( H : A2 ) Rounded Jumlah ( B + C + D + E ) 6% x Jumlah ( B ) 10% x Jumlah ( B ) Rp. Rp. Rp. Rp. 630,105.56 126,021.11 126,100 A.2 x Harga Satuan Biaya O/H. I A.2 x Harga Satuan Biaya O/H. II A.2 x Harga Satuan Biaya O/H. III A.2 x Harga Satuan Biaya O/H. IV Rp. Rp. Rp. Rp. Rp. Rp. Rp. 0.00 0.000 612,105.556 18,000.00 Rp. Rp. Rp. Rp. 504,084.44 126,021.11 126,100 Rp. Rp. Rp. Rp. Rp. Rp. Rp. 0.00 0.00 489,684.44 14,400.00 Rp. Rp. Rp. Rp. 378,063.33 126,021.11 126,100 Rp. Rp. Rp. Rp. Rp. Rp. Rp. 367,263.33 10,800.00 Rp. Rp. 1,008,168.89 Rp. 21 126,021.11 126,100 Rp. Rp. Rp. Rp. Rp. Rp. Rp. 0.00 0.00 979,368.89 28,800.00 Rp. Rp. Rp. Rp. 378,063.33 126,021.11 126,100 Rp. Rp. Rp. Rp. Rp. Rp. Rp. 0.00 0.00 367,263.33 10,800.00 Rp. Rp. 1,890,316.67 Rp. Rp. 126,021.11 126,100 Rp. Rp. Rp. Rp. Rp. Rp. 0.00 0.00 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 0.00 Rp. Rp. 0.00 Rp. 0.00 Rp. 0.00 Rp. 241,055.56 Rp. 9,600.00 Rp. Rp. Rp. Rp. Rp. 250,655.56 Rp. 125,327.78 Rp. 125,400 Rp. 282,663.33 94,221.11 94,300 0.00 0.00 277,263.33 5,400.00 A.2 x Harga Satuan Base Camp.III A.2 x Harga Satuan Base Camp.II A.2 x Harga Satuan Base Camp.I (A.3/173 )x 5,5 Jam OT Rp. Rp. 282,666.67 56,533.333 Rp. Rp. 226,133.33 56,533.33 Rp. Rp. 169,600.00 56,533.33 Rp. Rp. 452,266.67 56,533.33 Rp. Rp. 169,600.00 56,533.33 Rp. Rp. 848,000.00 56,533.33 Rp. Rp. 69,280.00 Rp. 34,640.00 Rp. 169,600.00 56,533.33 Rp. Rp. Rp. 145,833.33 136,833.33 Rp. Rp. Rp. 116,666.67 109,466.67 Rp. Rp. Rp. 87,500.00 82,100.00 Rp. Rp. Rp. 233,333.33 218,933.33 Rp. Rp. Rp. 87,500.00 82,100.00 Rp. Rp. Rp. 437,500.00 410,500.00 Rp. Rp. Rp. Rp. 58,333.33 Rp. 10,946.67 Rp. 87,500.00 82,100.00 3 Bh / 3 Thn(A.2 x 3 Bh x Harga Satuan) 3 Bh / 3Thn (A.2 x 3 Bh x Harga Satuan) 6 Bh / 3Thn (A.2 x 6 Bh x Harga Satuan) 9 Bh / 3Thn (A.2 x 3 Bh x Harga Satuan) 3 Bh / 3Thn (A.2 x 3 Bh x Harga Satuan) 36 Bh / 3Thn (A.2 x 3 Bh x Harga Satuan) 3 Bh /3 Thn (A.2 x 3 Bh x Harga Satuan) Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 29,438.89 5,887.78 1,041.67 3,750.00 22,216.67 1,666.67 347.22 416.67 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 23,551.11 5,887.78 833.33 3,000.00 17,773.33 1,333.33 277.78 333.33 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 17,663.33 5,887.78 625.00 2,250.00 13,330.00 1,000.00 208.33 250.00 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 47,102.22 5,887.78 1,666.67 6,000.00 35,546.67 2,666.67 555.56 666.67 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 17,663.33 5,887.78 625.00 2,250.00 13,330.00 1,000.00 208.33 250.00 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 88,316.67 5,887.78 3,125.00 11,250.00 66,650.00 5,000.00 1,041.67 1,250.00 Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 416.67 Rp. 1,500.00 Rp. 8,886.67 Rp. 666.67 Rp. 138.89 Rp. 166.67 Rp. Rp. 11,775.56 Rp. 5,887.78 Rp. 17,663.33 5,887.78 625.00 2,250.00 13,330.00 1,000.00 208.33 [email protected] Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. 75,000 / bh 270,000 / ps 799,800 / ps 40,000 / ps 25,000 / ps 2,500 / ps 70,000 / bh

PT. Kesayangan Prakarsa ConocoPhillips KETERANGAN

NO.

U R A I A N

BIAYA / HARI GARDENER BIO REMEDIATION WWTP NURSERY MINOR RIPAIR FORMEN MINOR RIPAIR HELPER

Standart / Bulan Sesuai Beban Kerja Sesuai Beban Kerja Rata-rata Upah / Hari x A.2 x A.3 6.24% x Jumlah (B.1) Jumlah (B.1) : 12 Jumlah (B.1) : 12 Jumlah (B.1) : 12 7,000 x Jumlah (A.2) Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

10 5.00 60,000.00 300,000.00 Rp. Rp. Rp. Rp. Rp. Rp. 300,000.00 60,000.00 Rp. Rp.

10 4.00 60,000.00 240,000.00 Rp. Rp. Rp. Rp. Rp. Rp. 240,000.00 60,000.00 Rp. Rp.

10 3.000 60,000.00 180,000.00 Rp. Rp. Rp. Rp. Rp. Rp. 180,000.00 60,000.00 Rp. Rp.

10 8.00 60,000.00 480,000.00 Rp. Rp. Rp. Rp. Rp. Rp. 480,000.00 60,000.00 Rp. Rp.

10 3.00 60,000.00 180,000.00 Rp. Rp. Rp. Rp. Rp. Rp. 180,000.00 60,000.00 Rp. Rp.

10 15.00 60,000.00 900,000.00 Rp. Rp. Rp. Rp. Rp. Rp. 900,000.00 60,000.00 Rp. Rp.

10.00 2.00 80,000.00 Rp. 160,000.00 Rp. Rp. 0.00 Rp. 0.00 Rp. 0.00 Rp. 160,000.00 Rp. 80,000.00 Rp.

10 3.00 30,000.00 90,000.00

Jam/Bulan Orang Orang/Hari

90,000.00 30,000.00

Rp. 1,836,316.67 54,000.00

Contract Remaining

133,500 7,400

133,500 7,400

133,500 7,400

133,500 7,400

133,500 7,400

133,500 7,400

133,500 8,100

133,500 39,200

CONOCOPHILLIPS

Civil Maintenance Service

PERHITUNGAN BIAYA KARYAWANCIVIL MAINTENANCE SERVICES Contractor Owner DASAR PERHITUNGAN WASTE SEGREGATION GARDENER BIO REMEDIATION BIAYA / HARI WWTP NURSERY MINOR RIPAIR FORMEN MINOR RIPAIR HELPER PT. Kesayangan Prakarsa ConocoPhillips KETERANGAN

NO.

U R A I A N

CONOCOPHILLIPS

Civil Maintenance Service

28000000 3,010.75

1,282,300.00

CONOCOPHILLIPS

Civil Maintenance Service

CONOCOPHILLIPS

Civil Maintenance Service

LIST OF COST for MAN POWERPEKERJAAN KONTRAK NO. Contractor Owner : CIVIL MAINTENANCE SERVICES : : :

No.

Uraian

Volume

Unit

Harga Satuan 7,055,555 3,527,778 3,527,778 1,200,000 1,000,000 1,000,000 1,000,000 900,000 900,000 1,200,000 1,000,000 900,000 6,522,222 2,597,222 1,838,889 2,805,556 2,013,889 4,927,778 2,805,556 3,388,889

Total Harga 507,999,960 508,000,000 508,000,000 172,800,000 216,000,000 216,000,000 144,000,000 518,400,000 64,800,000 1,332,000,000 86,400,000 288,000,000 324,000,000 698,400,000 234,800,000 93,500,000 66,200,000 202,000,000 435,000,000 354,800,000 101,000,000 122,000,000

Keterangan

1 2 3 4

Field Manager Field Supervisor Safety Inspector Civil - Foreman Civil - Mansonary - Carpenter - Plumber - Skill Labour - Call Out Scafollding - Foreman Scafolding - Scafolder - Skill Labour Key personil / overhead 1. Project Control 2. Project Admin 3. Admin & Clerk 4. Warehouseman 5. Driver 6. Planner 7. Mechanic 8. Lokal F&A

2.00 4.00 4.00 10.00 4.00 6.00 6.00 4.00 16.00 2.00 2.00 8.00 10.00 58.00 1.00 1.00 1.00 2.00 6.00 2.00 1.00 1.00 15.00

Prs Prs Prs Prs Prs Prs Prs Prs Prs Prs Prs Prs Prs Prs Prs Prs Prs Prs Prs Prs

36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36 36

Month Month Month Month Month Month Month Month Month Month Month Month Month Month Month Month Month Month Month Month

5

19,400,000

6

Jumlah Total

83.00

Prs

7,194,099,960

199,836,110

ESTIMATE COST for OVERHEAD COST CONTRACTORCIVIL MAINTENANCE SERVICESRev.02-VII-04

I. PERALATAN KANTOR1. 2. 3. 4. 5. 4. Komputer P4 + Printer Alat Tulis Kantor Forniture (Kursi + Meja) Facsimile Communication Misselinous 2 1 4 1 1 1 Unit Lot Set Unit Lot Lot x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. 4,000,000 5,000 400,000 1,250,000 21,000 1,500 /Unit /Days /Unit /Unit /Days /Days x 1080 Days = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 5,400,000

x x

1080 Days 1080 Days

22,680,000 1,620,000 29,700,000 5,500.00

= Rp. Biaya Per Orang Per Day = ( Total.I : 5 Prs) : 1080 Days = Rp.

II. KEY PERSONNEL1. 2. 3. 4. 5. 6. 7. 8. Project Control Admin & Cost Control Admin & Clerk Warehouseman Driver Planner Mechanic Lokal F&A 1 1 1 2 6 2 1 1 Prs Prs Prs Prs Prs Prs Prs Prs x x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 217,407 86,574 61,296 93,519 67,130 164,259 93,519 112,963 /Days /Days /Days /Days /Days /Days /Days /Days x x x x x x x x 1080 1080 1080 1080 1080 1080 1080 1080 Days Days Days Days Days Days Days Days = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 234,800,000 93,500,000 66,200,000 202,000,000 435,000,000 354,800,000 101,000,000 122,000,000 1,609,300,000 298,018.52

= Rp. Biaya Per Orang Per Day = ( Total.I : 5 Prs) : 1080 Days = Rp.

III. TRANSPORTATION & EQUITMENT1. Medium Bus 2. Equitment 3. BBM, Solar Medium Bus 4. Maintenance 1 Unit 1 Lot 15 Ltr/Day 1 unit x x x x Rp. Rp. Rp. 153,704 /Days 5,500 /Ltr 33,333 /Days x x x x 1 1 x 1 x 1080 Days 1080 Days 1080 Days = Rp. = Rp. = Rp. = Rp. = Rp. Biaya Per Orang Per Day = ( Total.I : 5 Prs) : 1080 Days = Rp. 166,000,000 85,325,000 89,100,000 36,000,000 376,425,000 69,708.33

IV. MOBILISASI KARYAWAN1. 2. 3. 4. Legal Contarct Personnel Medical Check-Up HSE Training Badge + Gate Pass 83 83 1 83 Prs Prs Lot Prs x x x x Rp. Rp. Rp. Rp. 208.33 800,000.00 20,000.00 9.00 /Days / Prs /Days /Days x x x x 1080 3 1080 1080 Days Years Days Days = Rp. = Rp. = Rp. = Rp. = Rp. Biaya Per Orang Per Day = ( Total.IV : 5 Prs) : 1080 Days = Rp. 18,675,000 199,200,000 806,760.00 218,681,760 40,496.62

Civil Maintenance Service

ESTIMATE COST for BASE CAMPCIVIL MAINTENANCE SERVICESRev.02-VII-04

I. LAUNDRY1. 2. 3. 4. 5. Detergen Sabun Batang Sikat (brush) Pewangi Tukang Cuci 4 5 2 6 4 Kg/hari Btg/Hari Lsn/2 Thn Ltr/Bln Org/bulan x x x x x Rp. Rp. Rp. Rp. Rp. 15,000 1,500 30,000 12,500 500,000 /Kg /Btg /Lsn /Ltr /Bln x x x x x 1080 1080 3 36 36 Hari Hari Thn Bln Bln = = = = = = Biaya Per Orang Per Day = ( Total.I : 5 Prs) : 1080 Days = Rp. Rp. Rp. Rp. Rp. Rp. Rp. 64,800,000 8,100,000 180,000 2,700,000 72,000,000 147,780,000 27,366.7

II. MEAL1. 2 Biaya Makan Rata-rata Lain-lain 46 Org/Hari 1 Lot x x Rp. Rp. 25,000 /Hari 500,000 /Lot x x 1080 Hari 36 Bulan = = = Biaya Per Orang Per Day = ( Total.II : 40 Prs) : 1080 Days = Rp. Rp. Rp. Rp. 1,242,000,000 18,000,000 1,260,000,000 29,166.7

III. ACCOMMODATION III.1. Accomodation Camp Grissik 11 2 Biaya Pembuatan/ Rehab Camp Grissik Biaya scuriti untuk Subcon + Polisi Rp. 5,000,000 /bln x 36 Bulan = = = Biaya Per Orang Per Day = ( Total.III.1 : 5 Prs) : 1080 Days III.2. Accomodation Remove Area 1 2 Sewa Camp Tukang Cuc1 1 Lot 1 Org x x Rp. Rp. 2,000,000 /Bulan 750,000 x x 36 Bulan 36 Bulan = = = Biaya Per Orang Per Day = ( Total.III.2 : 5 Prs) : 1080 Days Biaya Per Orang Per Day = ( Total.III.1+III.2) = = Rp. Rp. Rp. Rp. Rp. 72,000,000 27,000,000 99,000,000 18,333 101,647.9 = Rp. Rp. Rp. Rp. 269,898,920 180,000,000 449,898,920 83,315

III.2. Fasilitas Base Camp1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Meja Makan + Bangku Kursi Plastik Kipas Angin Gantung Meja u/ R. Tidur Meja u/ R. Klinik Kaca Cermin Tikar u/ Mushalla Mesin Genset 25 KVA Solar u/ Genset Oli u/ Genset Radio Komunikasi - Radio Station - Radio HT Phone Fasilitas First Aids 2 72 4 6 2 10 12 4 40 12 2 4 1 2 Set Each Set Set Set Each Each Unit Ltr/Hari Ltr/Bln Unit Unit Unit Set x x x x x x x x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 1,500,000 75,000 400,000 250,000 250,000 50,000 100,000 10,000,000 7,800 17,500 10,000 1,875 1,400 50,000 /Set /Each /Set /Set /Set /Each /Each /Unit /Liter /Liter /Days /Days /Days /set = = = = = = = = = = = = = = = Biaya Per Orang Per Day = ( Total.III.2 : 5Prs) : 1080 Days III Total Biaya Accomodation PerHari/Orang (III.1 + III.2) = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

x x x x x x

1 x 1080 Hari 1 x 36 Bln 1080 1080 1080 1 x 36 Days Days Days Bln

336,960,000 7,560,000

12. 13.

3,600,000 348,120,000 64,466.7 166,114.6

Civil Maintenance Service

LIST OF COST for BASE CAMPPEKERJAAN KONTRAK NO. Contractor Owner : CIVIL MAINTENANCE SERVICES : : :

No. CIVIL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

Uraian

Volume

15% Harga Satuan 560 50,000 130,000 450,000 2,200,000

Total Harga 32,973,920 58,250,000 10,660,000 29,655,000 75,240,000 0 2,880,000 240,000 -

Keterangan

Batu bata Semen Pasir Kerikil Kayu Seng Gelombang Seng Gelombang Rabung Seng Paku Seng Paku Campur Pintu (lengkap) Plywood 4 mm Jendela Nako 4 mm Kawat harmonika Besi Dia 6 mm Besi Dia 8 mm Besi Dia 10 mm Besi Dia 18 mm Kawat Ikat Glass Wool Excavation Back Fill PAINTING Cat Emulsion, Nippon Paint Cat Wathherseid, Nippo Paint Kuas 6 inc Kuas 4 inc Kuas 2 inc Scrap 3 inc PLUMBING Kran Air 3/4" Wastafel Pipa PVC Dia 3/4" Pipa PVC Dia 1" Pipa PVC Dia 3" Pipa PVC Dia 4" Pipa PVC Dia 5" Socket PVC Dia 3/4" Socket drat PVC Dia 3/4" Socket PVC Dia 3" Socket PVC Dia 4" Socket PVC Dia 5" Elbow PVC Dia 3/4" Elbow PVC Dia 1" Elbow PVC Dia 3" Elbow PVC Dia 4" Elbow PVC Dia 5" Tee PVC 3/4"

58,882 1,165 82 66 34 866 278 104 14 159 49 362 41 105 160 586 840 492 30 115 32 4 85 22 17 2 2 11 36 3 15 28 17 16 8 33 36 15 14 7 35 8 10 8 3 31

Ea Zak M3 M3 M3 Ea Ea Ea Kg Kg Set Ea Set M2 M1 M1 M1 M1 Kg M2 M3 M3 Ltr Can Ea Ea Ea Ea Ea Set Btng Btng Btng Btng Btng Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea

90,000 60,000

LIST OF COST for BASE CAMPPEKERJAAN KONTRAK NO. Contractor Owner : CIVIL MAINTENANCE SERVICES : : :

No. 19 20 21 22 23 24 25 26 1 2 3 4 5 6 7 8 9 10 1 2

Uraian Tee PVC Dia 1" Tee PVC Dia 3" Tee PVC Dia 4" Tee PVC Dia 5" Reducer 1" - 3/4" Lem Pipa Teflon 1" Closed Jongkok Electric Kabel Putih 12 mm x 100 m Clam Cable 12 mm Saklar Stop Kontak Fitting Lampu Duduk Lampu TL 20 Watt Lampu TL 40 Watt Lampu Hemat Energi 8 Watt Isolatif Exhause Fan 10" Others Sumur Bor Sewa Tanah

Volume 14 9 10 9 5 12 12 18 17 16 16 30 22 24 54 22 17 16 Ea Ea Ea Ea Ea Ea Ea Ea Roll Box Ea Ea Ea Set Set Ea Ea Unit

15% Harga Satuan

Total Harga -

Keterangan

1 Set 3 Thn

10,000,000 15,000,000

15,000,000 45,000,000

T O T A L IV

269,898,920

PT. KESAYANGAN PRAKARSA

Ir. ZULHEIDI JAFAR

TABULASI MATERIALCivil Maintenance ServicesContract No. : Contractor OwnerDescription Material Spec / MFG Quantity Unit Harga Beli Jual 120%

: PT. Kesayangan Prakarsa : CONOCOPHILLIPSTotal Harga Beli Supplier Description Remark Rev. 00

No.

1 2 3 4

SCAFOLDING Tubes BS 1139 Couplers & Fitting Wooden Plank Alluminium Ladder Concrete Material Gravel 2 -3 Gravel 3 -4 Sand For Blasting Sand Building Portland Cement Chiken Mess Galvanize Wire Mash - M6 Wire - Tie - Mild Steel

Dia. 48,28 mm, 3,6 mm Thick, 6 M Lenght Swivel Clamp, Fixed Clamp, Bone Joint 50mm thick, 250mm width, 3 M length Length 6 M

1,500 Ea 2,800 Ea 400 sheet 10 Ea

1,500 300 3,900 6,800

1,500 300 3,900 6,800

2,250,000 840,000 1,560,000 68,000 4,718,000 337,500,000 427,500,000 31,050,000 372,600,000 151,200,000 89,100,000 26,984,100 2,190,000 1,438,124,100

1 2 3 4 5 6 7 8

Type I (50 Kg)

750 950 225 2,700 2,800 3,300 850 300

M3 M3 M3 M3 Bag M2 M2 Kg

450,000 450,000 115,000 115,000 45,000 22,500 26,455 7,300

450,000 450,000 138,000 138,000 54,000 27,000 31,746 7,300

1 2 3 4

Formwork material Timber Plywood Plywood Plywood

min Class2 6 mm x 4' x 8', Elephant 12 mm x 4' x 8', Elephant 18 mm x 4' x 8', Elephant

45 M3 500 sheet 500 sheet 500 sheet

1,350,000 65,000 145,000 200,000

1,620,000 78,000 174,000 240,000

72,900,000 39,000,000 87,000,000 120,000,000 318,900,000

1 2 3 4 5 6 7 8 9 10

Plumbing Material AW, Wavin, or Equal PVC Pipe PVC Pipe PVC Pipe PVC Pipe PVC Pipe PVC Pipe PVC Pipe Adhesive, Synthetic Pipe, 1/2 In, Min AW, Lg 13 Ft, Conn Socket, PVC Adafter, Pipe, 1/2 IN MNPT x Socket, minimum AW, PVC

Dia. 4", Length 4 M, Sch 40 Dia. 3", Length 4 M, Sch 40 Dia. 2", Length 4 M, Sch 40 Dia. 1,5", Length 4 M, Sch 40 Dia. 1 1/4", Length 4 M, Sch 40 Dia. 1", Length 4 M, Sch 40 Dia. 3/4", Length 4 M, Sch 40 601, Rubber, 0,5 Kg / Can, Aica - Aibon

90 90 90 90 90 90 90 450 40 40

Ea Ea Ea Ea Ea Ea Ea Can Ea Ea

309,500 186,600 92,500 71,500 63,500 42,500 31,000 17,000 22,400 1,000

371,400 223,920 111,000 85,800 76,200 51,000 37,200 20,400 26,880 1,200

33,426,000 20,152,800 9,990,000 7,722,000 6,858,000 4,590,000 3,348,000 9,180,000 1,075,200 48,000 -

TABULASI MATERIAL

Page 56 of 82

TABULASI MATERIALCivil Maintenance ServicesContract No. : Contractor OwnerDescription Material Spec / MFG Quantity Unit Harga Beli Jual 120%

: PT. Kesayangan Prakarsa : CONOCOPHILLIPSTotal Harga Beli Supplier Description Remark Rev. 00

No.

11 Adapter, Pipe, Hex Head, 2 IN FNPT X 2 IN Socket, minimum AW, PVC 12 Coupling, Pipe, Size, 1 IN Thereaded Femele x 1 IN Socket, PVC minimum AW 13 Copling, Pipe, Size 1 IN, Socket, PVC, minimum AW Coupling, Pipe, Size, 1/2 IN Thereaded Femele x 1/2 IN Socket, PVC minimum AW 14 Coupling, Pipe, Socket, 1-1/4 IN, minimum AW, PVC 15 Coupling , Pipe, Threaded, 1 IN MNPT, PVC; minimum AW 16 Coupling, Pipe, Threaded, 1 - 1/2 IN FNPT, PVC; minimum AW 17 Coupling , Pipe, Threaded, 1 - 1/2 IN MNPT, PVC; minimum AW 18 Elbow, Pipe, Socket, 1 - 1/2 IN, minimum AW, mat'l PVC 19 Elbow, Socket, Size 2 IN, PVC, RAD 90 DEG 20 Elbow, Pipe, Size 3/4 IN, Socket, PVC, minimum AW, RAD 90 DEG 21 Elbow, Pipe, Socket, 1 IN, minimum AW, RAD 45 DEG, PVC 22 Elbow, Pipe, Socket, 1 IN, minimum AW, RAD 90 DEG, PVC 23 Elbow, Pipe, Socket, 1/2 IN, minimum AW, RAD 45 DEG, PVC 24 Elbow, Pipe, Socket, 1/2 IN, minimum AW, RAD 90 DEG, PVC 25 Elbow, Pipe, Socket, 1 - 1/4 IN, minimum AW, RAD 90 DEG, PVC 26 Elbow, Pipe, Socket, 3/4 IN, minimum AW, RAD 45 DEG, PVC 27 Reducer, Pipe, Concentric, Socket, 1 - 1/2 x 1 IN, min AW PVC 28 Reducer, Pipe, Concentric, Socket, 1 - 1/2 x 1/2 IN, min AW PVC 29 Reducer, Pipe, Concentric, Socket, 2 x1-1/2 IN, min AW PVC 30 Reducer, Pipe, Concentric, Socket, 3/4 x1/2 IN, min AW PVC 31 Reducer, Pipe; Dia 1 x 1/2 IN, minimum AW 32 Reducer, Conn Socket, Mat'l PVC; minimum AW 33 Socket, Pipe, 1 IN Lg 4 M, Plastic, PVC, minimum AW 34 Socket, Pipe, 1/2 IN, Lg 4 M, Plastic, PVC, minimum AW 35 Tee, 1/2 IN, Mat'l PVC, minimum AW, Socket ; 36 Tropical Glue, Basmatl Solvent Cement, Appl PVC Pipe and Fitting ;

30 30 30 87 90 30 30 30 30 30 30 60 60 60 60 60 50 50 50 50 30 30 30 30 30 70

Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Ea Can

7,650 2,050 1,600 4,900 3,750 8,200 8,200 4,850 7,650 1,600 2,100 2,100 1,000 1,100 3,400 1,350 3,900 2,950 6,700 1,375 3,900 2,950 2,000 1,000 1,600 17,000

9,180 2,460 1,920 5,880 4,500 9,840 9,840 5,820 9,180 1,920 2,520 2,520 1,200 1,320 4,080 1,620 4,680 3,540 8,040 1,650 4,680 3,540 2,400 1,200 1,920 20,400

275,400 73,800 57,600 511,560 405,000 295,200 295,200 174,600 275,400 57,600 75,600 151,200 72,000 79,200 244,800 97,200 234,000 177,000 402,000 82,500 140,400 106,200 72,000 36,000 57,600 1,428,000

102,267,060 Door Lock Material/ 1 Lock - Set, door, Double Cylinder, 1 x 7 IN, Steel, good quality 2 Lock - Set, door, 1/2 x 2-1/2 x 9 -1/2, IN, Steel, good quality Alpha Dexon Cisa 30 25 Ea Ea 77,500 742,000 93,000 890,400 2,790,000 22,260,000 -

1,859,291,160

TABULASI MATERIAL

Page 57 of 82

TABULASI MATERIALCivil Maintenance ServicesContract No. : Contractor OwnerDescription Material Spec / MFG Quantity Unit Harga Beli Jual 120%

: PT. Kesayangan Prakarsa : CONOCOPHILLIPSTotal Harga Beli Supplier Description Remark Rev. 00

No.

3 Lock - Set, door, Type 36 - L, 3/4 x 1 -3/4 x 11 -1/2, Steel; good quality 4 Lock - Set, door, Type 49 - L, 1/2 x 3 - 1/2 x 9 - 1/2 IN, Steel ; good quality 5 Lock - Set, door, Type Extra - A, 40 mm, Steel ; good quality 6 Lock - Set, door, Standart, Type Spain, Steel, Plated ; good quality 7 Lock - Set, door, Type 693 LD Standart, Steel, Plated ; good quality 8 Lock - Set, door, Type England, 1/2 x 2 - 1/2 x 6 IN, Steel ; good quality 1 2 3 4 5 6 1 2 3 4 5 6 7 8 9 10 PAINTING MATERIAL Brush, Paint, 4 In ; good quality Thinner, Liquid, Cap 1 Kg/ Can, Appl for Mixing Paints ; good quality Varnish, Oil, Wood Protection, Package 1 ltr/Can, good quality Brush, Wire, Scrate, 1 x 10 IN Carbon Steel, Handle Wood ; Putty, Wood Filler, Impra SH 113, Teak ; Mattock Others Material Panel, Ceiling, Suspended, Acoustic thk 15 mm, Lg 1210 mm, W.603 mm, Colour White Adhesive, Synthetic, Glue, White, Cap 1 Kg/ Can Grating, Metal, Matl Galvanish, Length 6100 mm, Width 900 mm, Load Bea 30 x 5 mm, Load Bar 30 mm, Cross RO 100 mm Acoustic Tile ( 15 mm x 59 mm X 119 cm ); Cement, Concrete, Color White, VOL 40, Cap Kg/Zak ; Terpaulin Sheet 20m x 20 m Glass 40% 5 mm Glass Clear 5mm Concrete Nail Insulation (chainlink, aluminium single sided, glasswool)TABULASI MATERIAL

Cisa Cisa Fino Art SES Shanghai

25 25 25 25 30 30 45 45 25 25 50 40 70 45 68 300 200

Ea Ea Ea Ea Ea Ea Ea Can Can Ea Can Ea M2 Can Ea Box Zax

645,000 797,000 145,000 120,000 40,000 66,000 16,000 35,880 75,000 5,000 19,000 4,500 112,000 17,000 3,600,000 225,000 67,500 3,000,000 85,000 70,000 30,000 35,000

774,000 956,400 174,000 144,000 48,000 79,200 19,200 43,056 90,000 6,000 22,800 5,400 134,400 20,400 4,320,000 270,000 81,000 3,600,000 102,000 84,000 36,000 42,000

19,350,000 23,910,000 4,350,000 3,600,000 1,440,000 2,376,000 80,076,000 864,000 1,937,520 2,250,000 150,000 1,140,000 216,000 6,557,520 9,408,000 918,000 293,760,000 81,000,000 16,200,000 126,000,000 6,120,000 5,880,000 15,948,000 13,650,000

1,939,367,160

Hempel

1,945,924,680

35 sheet 60 M' 70 M' 443 Kg 325 M'

Page 58 of 82

TABULASI MATERIALCivil Maintenance ServicesContract No. : Contractor OwnerDescription Material Spec / MFG Quantity Unit Harga Beli Jual 120%

: PT. Kesayangan Prakarsa : CONOCOPHILLIPSTotal Harga Beli Supplier Description Remark Rev. 00

No.

11 Brick wall, commond brick 10 x 10 20 cm

12,000

Ea

500

600

7,200,000 576,084,000

2,522,008,680

TABULASI MATERIAL

Page 59 of 82

TABULASI MATERIALCivil Maintenance ServicesContract No. : Contractor OwnerDescription Material Spec / MFG Quantity Unit Harga Beli Jual 120%

: PT. Kesayangan Prakarsa : CONOCOPHILLIPSTotal Harga Beli Supplier Description Remark Rev. 00

No.

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 31 32 33 34 35 36 37 38 39 40

Unit rate Plastic Sheet Nail Wiremesh M8 Reinforcement Wire Klip Lock Fixing Strap zink Gutter BJLS30 Revet Nail Silicon Sealen Ridge Chaping Flashing Kawat Nyamuk Engsel 4" Grendel Alumunium T (1 x1) Wire Concrete Nail Pipa Galvanize < 2= " Soc/T 2 " Pipa Galvanize