blank package 3 (cikedung)

7/28/2019 Blank Package 3 (CIKEDUNG)

1/75


2/75

2. CIKEDUNG 150 KV CONVENTIONAL SUBSTATION (NEW)

PACKAGE 3: 150 KV CONVENTIONAL SUBSTATIONS FOR JAVA

SCHEDULE No. 4 : INSTALLATION AND OTHER SERVICES

BILL NO 1A : CONTROL BUILDING


3/75

UNIT PRICE TOTAL PRICE

(IDR) (IDR)

1 2 3 4 5 6 = 4 X 5

I PREPARATION WORK

1 Building Permit ( Ijin Mendirikan Bangunan / IMB ) ls 1.00 -

2 Site clearing m2

206.00 -

3 Setting survey and installation of setting plan ls 1.00 -4 Site office ( 4m x 6 m ) ls 1.00 -5 Site storage ( 4 m x 10 m ) ls 1.00 -6 Soil investigation for controle building :

SPT, DCPT, Core Drilling and Test Lab Pcs 1.00 -

Report Sets 3.00 -

II EARTH WORK

1 Excavation work m3

76.30 -

2 Backfiil m3

49.20 -

3 Sand layer ( compacted sand )m

3

8.20 -

III CONCRETE REINFORCEMENT AND INSTALATION WORK

1 Lean concrete K100 ( for foundation and plain thickness 5 cm ) m3

4.00 -

2 Foundation work ( concrete K 225, Fe : 125 kg/m3 ) m3

12.90 -

3 Sloof work ( concrete K 225, Fe : 150 kg/m3 ) m3

4.10 -

4 Column work ( concrete K 225, Fe : 150 kg/m3 ) m3

2.50 -

5 Ring balk work ( concrete K 225, Fe : 150 kg/m3 ) m3

1.50 -

6 Cannopy work ( concrete K 225, Fe : 125 kg/m3 ) m3

3.80 -

7 Column, sloof and ring balk practical work

( concrete K 175, Fe : 100 kg/m3 ) m3

- -

8 Stone masonry ad 1 pc : 3 sand m3

- -

9 A half brick wall ad 1 pc : 4 sand m3

32.87 -

10 Ceramic of floor ad 1 pc : 3 sand m2 137.50 -11 Ceramic of wall m

213.20 -

12 Plaster ad 1 pc : 4 sand m2

438.20 -

13 Drainage for control building m1

47.00 -

IV ROOF AND CELLING WORK

1 Steel trusses complete with conection kg 1,142.50 -

2 Purlin kg 40.00 -

3 Wind bracing and tie rod kg 30.00 -

4 Corrugated metal sheet complete with accessories m2

220.00 -

5 Plywood thickness 4 mm complete with hanger and frame m2

137.50 -

6 Listplank wooden 3/30 m1

0.50 -

7 Pipe vertical PVC dia 4 inc m1

- -

V DOOR AND WINDOWS WORK

1 Glass window & ventilation complete with aluminium frame and accessories:

- Type J1 ( I unit = 1 hole ) unit 2.00 -

- Type J1A ( I unit = 2 hole ) unit - -

- Type J2 ( I unit = 1 hole and 1 fixed ) unit 11.00 -


- Type J4 ( I unit = 1 hole ) unit - -

- Type J5 Naco ( 1 unit = 2 hole ) unit - -

2 Wooden door & glass ventilation complete with aluminium frame and accessories:

- Type P1 unit 2.00 -


Glass door & ventilation complete with aluminium frame and accessories:


- Type P4 unit - -3 Glass ventilation complete with aluminium frame and accessories:

- Type V1 unit - -

- Type V1A unit - -

- Type V2 unit - -

- Type V3 unit - -

- Type V6 unit - -

4 Aluminium rolling door complete with frame and accessories Type P5 unit - -

5 Fixed aluminium louver complete with frame and accessories (1 unit = 2 hole ) unit - -

6 Fibre door complete with frame and accessories unit - -

NO. DESCRIPTION UNIT QTY


4/75



(IDR) (IDR)

1 2 3 4 5 6 = 4 X 5

VI SANITARY WORK

1 Bath basin complete with accessories No - -

2 Squatting water closed complete with accessories No 1.00 -

3 Wash basin complete with accessories No 1.00 -

4 Installation of water supply pipe PVC dia 1/2 inc complete with clamp ls 1.00 -

and accessories

5 Installation of water waste pipe PVC dia 3 inc complete with clamp ls 1.00 -

and accessories

6 Water tank and jet pump included steel structures tower unit 1.00 -

( cap : 1 m3 ) and installation of pipe

7 Septictank cap 1.5 m3 included infiltrate cap 2 m3 complete with

palm fibre and sand stone unit 1.00 -

VII PAINTING WORK

1 Steel painting m2

- -

2 Wall and celling painting m2

438.00 -

VIII FINISHING WORK

1 Door closer No 3.00 -

2 Hinge for window (1 set= 2 pcs) set 12.00 -

3 Hinge for door (1 set= 3 pcs) set 7.00 -

4 Grendel for window (1 set= 2 pcs) No 12.00 -

5 Grendel for door double swing No 3.00 -

6 wind hook of window (1 set = 2 pcs) set 12.00 -

7 Key door No 7.00 -

IX CABLE DUCT

1 Concrete cable duct ( K 175; Fe : 100 kg m3 )

included galvanized cable tray steel anggle 50.50.4 and plate bordes for type cable duct

I, II, III, IV m3

9.70 -

X INSTALATION OF ELECTRICAL AND MECANICAL WORK

1 AC split 1PK complete with accessories (stop contact and wiring) No 2.00 -

2 AC split 3/4 PK complete with accessories (stop contact and wiring) No 2.00 -

3 Exhaus fan 40 Watt complete with accessories (stop contact and wiring) No 1.00 -

4 Box panel MCB complete with accessories No 1.00 -

5 Price for capacity electrical 20000 VA ls 1.00 -

6 Emergency lighting included wiring and lamp 100 watt No 6.00 -

7 indoor luminaires type flourescent fitting 2 x 40 watt inluded installation

wiring and switch No 10.00 -8 Clear lamp celling 60 watt inluded installation wiring and switch No 12.00 -

9 Stop contact inluded installation wiring No 6.00 -

XI LIGHTNING PROTECTION

1 Arder/ground rod icluded pipa and cable BC 25 mm2 and all accessories Lot 1.00 -

clamps steel plate, material support and pole, grounding system for

controle building

XII FIRE ALARM

1 Alarm bell 6'' ( 150 mm ) diameter included installation wiring No 1.00 -

2 Smoke detector included installation wiring No 4.00 -

3 Fixed and rate of rice temperature detector included installation wiring No 3.00 -

4 MCFA ( Master control fire alarm ) included indication lamp, battery

rectifier and all accessories No 1.00 -

XII FIRE FIGHTING EQUIPMENT

1 Portable fire extinghuister ( 5 kg hallon ) No 1.00 -

2 Hydrant and accessories included installation of pipe lot 1.00 -

3 Underground water tank (cap : 10 m3) and jet pump included installation of pipe lot 1.00 -

- 2TOTAL



5/75


6/75



(IDR) (IDR)1 2 3 4 5 6 = 4 X 5

I PREPARATION WORK

1 Building Permit ( Ijin Mendirikan Bangunan / IMB ) ls 1.00 -

2 Site clearing m2

299.00 -

3 Setting survey and installation of setting plan ls 1.00 -

4 Site office ( 4m x 6 m ) ls 1.00 -

5 Site storage ( 4 m x 10 m ) ls 1.00 -

6 Soil investigation for controle building :

SPT, DCPT, Core Drilling and Test Lab Pcs 1.00 -

Report Sets 3.00 -

II EARTH WORK

1 Excavation work m3

66.00 -

2 Backfiil m3

20.00 -

3 Sand layer ( compacted sand ) m3

7.00 -

III CONCRETE REINFORCEMENT AND INSTALATION WORK

1 Lean concrete K100 ( for foundation and plain thickness 5 cm ) m3

6.00 -

2 Foundation work ( concrete K 225, Fe : 125 kg/m3 ) m3

4.00 -

3 Sloof work ( concrete K 225, Fe : 150 kg/m3 ) m3

6.00 -

4 Column work ( concrete K 225, Fe : 150 kg/m3 ) m

3

9.00 -5 Ring balk work ( concrete K 225, Fe : 150 kg/m3 ) m

35.00 -

6 Cannopy work ( concrete K 225, Fe : 125 kg/m3 ) m3

13.70 -

7 Column, sloof and ring balk practical work

( concrete K 175, Fe : 100 kg/m3 ) m3

0.60 -

8 Stone masonry ad 1 pc : 3 sand m3

26.00 -

9 A half brick wall ad 1 pc : 4 sand m3

43.50 -

10 Ceramic of floor ad 1 pc : 3 sand m2

209.00 -

11 Ceramic of wall m2

32.00 -

12 Plaster ad 1 pc : 4 sand m2

576.00 -

13 Drainage for control building m1

80.00 -

14 Floor Hardener m2 144.00 -

IV ROOF AND CELLING WORK

1 Steel trusses complete with conection kg 1,905.00 -

2 Purlin kg 40.00 -

3 Wind bracing and tie rod kg 62.50 -

4 Corrugated metal sheet complete with accessories m2

385.00 -

5 Plywood thickness 4 mm complete with hanger and frame m2

264.00 -

6 Listplank wooden 3/30 m1

0.60 -

7 Pipe vertical PVC dia 4 inc m1

80.00 -

V DOOR AND WINDOWS WORK

1 Glass window complete with aluminium frame and accessories:

- Type J1 ( I unit = 1 hole and 2 fixed ) unit - -

- Type J1A ( I unit = 2 hole ) unit - -

- Type J2 ( I unit = 2 hole and 2 fixed ) unit - -


- Type J4 ( I unit = 1 hole ) unit - -

- Type J5 Naco ( 1 unit = 2 hole ) unit - -

2 Glass door complete with aluminium frame and accessories:

- Type P1 unit - -

- Type P2 unit - -



3 Glass ventilation complete with aluminium frame and accessories:

- Type V1 unit - -

- Type V1A unit 11.00 -

- Type V2 unit - -



7/75

- Type V3 unit - -

- Type V6 unit 1.00 -

4 Aluminium rolling door complete with frame and accessories Type P5 unit 1.00 -

5 Fixed aluminium louver complete with frame and accessories (1 unit = 2 hole ) unit - -

6 Fibre door complete with frame and accessories unit - -



(IDR) (IDR)

1 2 3 4 5 6 = 4 X 5

VI SANITARY WORK

1 Bath basin complete with accessories No 1.00 -

2 Squatting water closed complete with accessories No 1.00 -

3 Wash basin complete with accessories No - -

4 Installation of water supply pipe PVC dia 1/2 inc complete with clamp ls 1.00 -

and accessories

5 Installation of water waste pipe PVC dia 3 inc complete with clamp ls 1.00 -

and accessories

6 Water tank and jet pump included steel structures tower unit 1.00 -

( cap : 1 m3 ) and installation of pipe

7 Septictank cap 1.5 m3 included infiltrate cap 2 m3 complete with

palm fibre and sand stone unit 1.00 -

VII PAINTING WORK

1 Steel painting m2

5.00 -

2 Wall and celling painting m2

840.00 -

VIII FINISHING WORK

1 Door closer No 2.00 -

2 Hinge for window (1 set= 2 pcs) set 1.00 -

3 Hinge for door (1 set= 3 pcs) set 5.00 -

4 Grendel for window (1 set= 2 pcs) No 1.00 -

5 Grendel for door double swing No - -

6 wind hook of window (1 set = 2 pcs) set 1.00 -

7 Key door No 5.00 -

IX CABLE DUCT

1 Concrete cable duct ( K 175; Fe : 100 kg m3 )

included galvanized cable tray steel anggle 50.50.4 and plate bordes for type

cable duct I, II, III, IV m3

37.00 -

X INSTALATION OF ELECTRICAL AND MECANICAL WORK

1 AC split 1PK complete with accessories (stop contact and wiring) No 1.00 -

2 AC split 3/4 PK complete with accessories (stop contact and wiring) No - -

3 Exhaus fan 40 Watt complete with accessories (stop contact and wiring) No 10.00 -

4 Box panel MCB complete with accessories No 1.00 -

5 Price for capacity electrical 20000 VA ls 1.00 -

6 Emergency lighting included wiring and lamp 100 watt No 7.00 -

7 indoor luminaires type flourescent fitting 2 x 40 watt inluded installation

wiring and switch No 11.00 -

8 Clear lamp celling 60 watt inluded installation wiring and switch No 5.00 -

9 Stop contact inluded installation wiring No 7.00 -

XI LIGHTNING PROTECTION

1 Arder/ground rod icluded pipa and cable BC 25 mm2 and all accessories Lot 1.00 -

clamps steel plate, material support and pole, grounding system for

controle building

XII FIRE ALARM

1 Alarm bell 6'' ( 150 mm ) diameter included installation wiring No 5.00 -

2 Smoke detector included installation wiring No 8.00 -



8/75


9/75

SCHEDULE No. 4 : INSTALLATION AND OTHER SERVICES

BILL NO 2 : SWITCHYARD FOR CIVIL WORKS



NO DESCRIPTION UNIT QTY LOCAL CURRENCY LOCAL

PORTION

(RUPIAH) (RUPIAH)

1 2 3 4 5 6 = 4 x 5

I Foundation for 150 kV

1 Circuit Breakers Set 4 -2 Capacitor Voltage Transformer Set 2 -

3 Current Transformer Set 5 -

4 Surge Arrester Set 3 -

5 Post Insulator Unit 0 -

6 Marshalling Kiosks Unit 4 -

7 Neutral Grounding Resistors Unit 1 -

8 Power Transformer Unit 1 -

9 Voltage Transformers Set 0 -

10 Disconnecting /& Earthing Switches (DS/E) Set 10 -

11 Gantries Unit 19 -

12 Service Transformers Unit 1 -

TOTAL -




PORTION

(RUPIAH) (RUPIAH)

1 2 3 4 5 6 = 4 x 5

II Site Works

1 Earth Work

a. Site Clearing m2

6440 -

b. Common Excavation m3

0 -

c. Back fill with selected material m3

0 -

d. Import fill with selected material m

3

0 -e. Slope protection (stone masonry) m

30 -

2 Road (new)

a. Prepare compacted subgrade m2

552 -

b. Macadam surface course m2

552 -

c. Sub base course m2

552 -

d. Base course m2

552 -

e. 50 mm Asphalt hot mix m2

552 -

f. 50 mm Asphalt penetration m2

552 -

3 Kerbs (15/30) m' 184 -

4 Fence complete with barbed wire,accessories andfoundation

- BRC 1.20 m height m' 0 -

- BRC 1.9 m height m' 324 -

- Fabricated concrete 1.00 m height (lower part) and BRC

1.20 m height (upper part) m' -

PACKAGE 3: 150 KV CONVENTIONAL SUBSTATIONS FOR JAVA


10/75

5 Gate complete with pole, accessories and foundation

- BRC 1.90 m height, 1.20 m width unit 2 -

- BRC 1.20 m height, 6.30 m width unit -

6 Landscaping m2

0 -

7 Gravel (dia 3 - 5 cm); t = 10 cm m2

2940 -

8 Cable duct (K175,BJTP40,incld cover, galvanized cable tray

L 50.50.5 and PVC pipe)

a. Cable trench type 1 (large) m' 131 -

b. Cable trench type 2 (medium) m' 132 -

c. Cable trench type 3 (small) m' 127 -

d. Cable trench (Crossing road) m' 10 -

9 Soil investigation for switchyard :

SPT, DCPT, Core Drilling and Test Lab Pcs 1 -

Report Sets 3 -

10 Drainage m3

0 -

11 Sub soil Drainage dia 30 including gravel & Palm fibre m' 184 -

12 Fire wall reinforced concrete grade 225/20; t = 15 cm m3

0 -

13 Post security (2m x 4 m) unit 0 -

14 Loading test NO 0 -

15 Oil Pit Capacity 50 ton unit 1 -

TOTAL -




PORTION

(RUPIAH) (RUPIAH)

1 2 3 4 5 6 = 4 x 5

16 Site and Road Lighting

1. Mercury Vapour Flouresent light 1 x 250 W complete with

lighting column 9 m high, fuse box, grounding system and

installation of cable conduit and wiring and all accessories

and foundation of column NO 1 -


support, fuse box, grounding system and installation of cable

conduit and wiring and all accessories for Switchyard NO 11 -


lighting column 2 m high, fuse box, grounding system and

installation of cable conduit and wiring and all accessories

and foundation of column NO 1 -

4. Lighting panel outdoor complete with foto cell switch fuse,

mcb, grounding system indicator wiring and all accessories

(foto cell) and foundation of panel Set 1 -

TOTAL - -


11/75


12/75


13/75

R SERVICES

KS


LOCAL CURRENCY LOCAL

PORTION

(RUPIAH) (RUPIAH)

5 6 = 4 x 5

-

-

-

-

-

-

-

-

-

ONS FOR JAVA


14/75

-

-

-

-

-

-

- 2.00


15/75

BREAKDOWN PRICE FOR CI

UNIT PRICE

NO DESCRIPTION UNIT

1 1 (one) unti plank name of project

- Material

- playwood 12 mm shett

- Beam meranti 6/12 frame

- Colour paint kg

- Nail kg

- Concrete 1 pc : 3 sand : 5 split m3

- Remuneration

- Paint worker man/day

- Worker man/day

- Supervisor man/day

2 1 (one) m fence security of project 2 m hight

- Material

- Dolken NO

- Plank meranti 2/20 frame

- Zinc sheet

- Nail kg

- Remuneration

- Carpenter man/day


3 1 (one) m Bowplank

- Material

- Plank meranti 2/20 m3- Beam meranti 5/7 m3

- Nail kg

- Remuneration

- Carpenter man/day

- Worker man/day



16/75

4 1 m3 Excavation of Soil, incl. Buang keluar

- Worker man/day


5 1 m3 Excavation of Rock

- Worker man/day


6 1 m3 Back Filling

- Worker man/day


7 1 m3 Import Filling

- Material

- Soil m3

- Remuneration

- Worker man/day


8 1 m3 Compacted Sand layer

- Material

- Sand m3

- Remuneration

- Worker man/day


1 m2 Compacted Sand layer

9 1 m3 Brick 1 pc : 4 ps

- Material

- Red brick unit

- Portland cement (PC) kg

- Sand m3

- Remuneration

- Brick layer man/day


17/75

- Worker man/day


10 1 m2 plaster cement 1 pc : 4 ps thickness 10 mm

- Material


- Sand m3

- Remuneration


- Worker man/day


11 1 m2 Brafend 1 pc : 2 ps

- Material


- Sand m3

- Remuneration


- Worker man/day


12 1 m2 Brafend 1 pc : 4 ps

- Material


- Sand m3

- Remuneration


- Worker man/day


13 1 m3 Concrete 1 pc : 3 sand : 5 split

- Material


- Sand m3

- Split m3

- Equipment


18/75

- Mollen hour

- Remuneration


- Worker man/day


1 m2 Concrete 1 pc : 3 sand : 5 split t=5cm

14 1 m3 Concrete K 175

- Material


- Sand m3

- Split m3

- Equipment

- Mollen hour

- Remuneration


- Worker man/day



- Material


- Sand m3

- Split m3

- Equipment

- Mollen hour

- Remuneration


- Worker man/day



- Material


- Sand m3

- Split m3


19/75

- Equipment

- Mollen hour

- Remuneration


- Worker man/day


17 1 m3 stone Masonry 1 PC : 2 Sand

- Material

- Crushed stone m3


- Sand m3

- Remuneration

- Brick layer man/day- Worker man/day


18 1 m3 stone Masonry 1 PC : 3 Sand

- Material

- Crushed stone m3


- Sand m3

- Remuneration


- Worker man/day


19 100 kg steel work :

- Material

- Steel Bar (Reinforcement) U 24 kg

- Wire kg

- Remuneration

- Steel worker man/day

- Worker man/day


Per kg


20/75

20 100 kg steel work :

- Material

- Steel Bar (Reinforcement) U 32 kg

- Wire kg

- Remuneration


- Worker man/day


Per kg

21 1.00 ton stell Structure

- Material

- Steel Structure (HTS) ton

- Steel Structure (MS) ton- Bolt and Nuts NO

- Band plate ton

- Remuneration


- Worker man/day


Per kg

22 1 m3 Formwork

- Material

- Wooden m3

- Nail kg

- Remuneration

- Carpenter man/day

- Worker man/day


23 1 m' Pilling Bored Pile)

- Material

- Bored pil 60 cm

- Concrete K 175 m3

- Steel U 32 kg

- Casing ls


21/75

- Equipment

- Drilling Machine hour

- Tremie Pipa hour

- Mollen hour

- Theodalite hour

- Support Equipment hour

- Mobilization

- Mobilization Equipment ls

- Remuneration

- Worker man/day


- Operator man/day

- Mechanic man/day

- Superyor man/day

24 1 m' Pilling (Driven Pile)

- Material

- Driven pile 30 cm

- Concrete K 500 m3

- Steel U 32 kg

- Formwork m2

- Fuel lt

- Equipment

- Diesel hummer hour

- Theodolite hour


- Mobilization

- Mobilization Equipment ls

- Remuneration

- Worker man/day


- Operator man/day

- Mechanic man/day

- Superyor man/day

25 1 m2 Ceilling (include. Frame & hanger)

- Material

- Playwood (4 mm 4'x8'x4) pc

- List Profile m1


22/75

- Nail kg

- Wooden m3

- Remuneration

- Carpenter man/day

- Worker man/day


26 1 m2 Floor 1 pc : 2 Sand

- Material

- Ceramic tile 30x30 m2

- Portland Cement (PC) kg

- Sand m3

- Remuneration


- Worker man/day- Supervisor man/day

27 1 m2 Wall Ceramic

- Material

- Ceramic tile 10x10 m2

- Portland Cement (PC) kg

- Remuneration


- Worker man/day


28 1 m2 Roofing

- Material

- Corrugated metal steel m2

- Nail drat pcs

- Remuneration

- Carpenter man/day

- Worker man/day- Supervisor man/day

29 1 m2 Steel painting

- Material

-Naturally Paint (Meni) kg


23/75

- Colour painting steel kg

- Sand Paper sheet

- Kuas NO

- Remuneration

- Worker Paint man/day

- Worker man/day


30 1 m2 Wall painting

- Material

- Plamur kg

- Colour painting wall kg

- Sand Paper sheet

- Kuas / Rol NO

- Remuneration

- Worker Paint man/day

- Worker man/day


31 1 m2 Road (New)

1 m2 Base Structure

- Soil Excavation

- Common Excavation m3

- Back fill m3

- Sub Base Coarce

- Comp. Sand gravel (sirtu) 300 mm thick m3

- Base Coarce

- Crush stone 3 - 5, 250 mm thick m3

- Remuneration

- Worker man/day


- Stomwalls hour

31a 1 m2 Penetration thickness 5 cm

- Material- Aspalt hot 60/70 kg

- Crushed stone 2 - 3 cm m3

- Dust split m3

- Split m3

- Firewood m3

- Remuneration


24/75


25/75

- Compacted sand layer m3

- Lean concrete 1:3:5 m3

- Reinforced Concrete Grade 175/20 m3

37 1 m' Sub Soil Drainage

- Excavation of soil m3

- Backfilling m3

- Compacted sand layer m3

- Pipe Concrete 30 cm m1

- Palm Fibre kg

- Gravel m3

38 1 Unit Piled Load Test (compression)

- Material

- Bored Pile or Driven Pile m- Plate Loading kg

- Oil Machine (Hidrolis) lt

- Equipment

- Gauge hour

- Jack Hydrolic hour

- Generator hour

- Fasilitas Lamp hour

- Shelter hour


- Remuneration

- Wolker man/day


- Operator man/day

- Mechanic man/day

- Surveryor man/day

- Final Report ls

39 1 m3 Erection Gabion :

Material- Crused Stone m3

- Wire Mash dia 4 mm Kg

Remuneration

- Brick Layer Orang/hari

- Worker Orang/hari

- Supervisor Orang/hari


26/75

40 1 Point Wooden Driven Pile ( L = 8.0 m )

Material

- Dolken dia 10 cm, lenght 4 m Batang

- Fuel ( BBM/Solar ) lt

Rent of Equipment

- Driven Pile of Machine Jam

- Theodolit Jam

- Support Equipment Jam

Mobilisasion

- Mobilisasion Equipment ls

- Remuneration

- Wolker Orang/hari

- Supervisor Orang/hari- Operator Orang/hari

- Mechanic Orang/hari

- Surveryor Orang/hari

41 1 Unit Tes ( Up Lift )

- Foundation P&C / Bored Pile m

- Beam and Plate Loading Kg

- Oil Machine ( Hidrolis ) lt

Rent of Equipment

- Gauge Jam

- Jack Hydralic Jam

- Generator Jam

- Fasility of Lamp Jam

- Place of Work Jam

-Support Equipment Jam

- Remuneration

- Wolker Orang/hari


- Operator Orang/hari

- Mechanic Orang/hari- Surveryor Orang/hari

42 1m' Fence BRC height 2.00 m

Material

- BRC height 1.20 m m

- Steel pipe dia 2 inc and clamp m


27/75


28/75

Fe : 100 kg/m3

- Colom 20/40 reinforced concrete K 175; m3

Fe : 100 kg/m3

Remuneration

- Excavation of Soil m3

- Back Filling m3

- Erection of Gate ls

46 1m' Fence dari Concrete height 2.00 m

Material

- Concrete height2.00 m m3

(K 175; Fe : 100 kg/m3)

- Foundation 1,50x1,50 m2 reinforced concrete K 175; m3

Fe : 120 kg/m3

- Colom 30/50 rinforced concrete K 175; m3

Fe : 120 kg/m3- Sloof 30/40 reinforced concrete K 175; m3

Fe : 120 kg/m3

Remuneration


- Back Filling m3

- Erection of Fence ls

47 1 m2 Formwork Str

- Material

- Multiplex 12 mm sheet

- Wooden m3

- Nail kg

- Remuneration

- Carpenter man/day

- Worker man/day


48 pipe works for sanitary ls

49 pipa galvanized for instalasi f.fighting

- Material

- fitting bh


29/75

50 fire fighting

- Material

- jockey pump to ground tank bh

Remuneration

- bor pompa jet pump m'

- instalasi pompa & pipe m'

51 WATER SUPPLY TO WATER TANK

- Material

- Jet pump 250 watt bh

- tangki steel 1000 ltr bh

- pipe galvanized 1" btg

- fitting galv bh

- tower 10 m bh

- stoop kran pompa bh

- stop kran di roof tank bh

Remuneration

- bor pompa jet pump bh

- Wolker Orang/hari


52 HIDRANT PILLAR & BOX

- Material

-Hydrant pillar two way bh

- out door hydrant box bh

- pondasi ls

- pipe galvanized 4" m'

Remuneration

- Wolker Orang/hari


- Weld electrodes kg

53 MCFA

- Material-PANEL MCFA +BATTERY unit

- material bantu ls

Remuneration

- install unit

- conectivity unit

- perbaikan / finishing ls


30/75


31/75

- Material

Exhoust Fan 40 watt bh

material bantu ls

Remuneration

- Worker Orang/hari


Fixed and rate of rice temperature detector

- Material

temperatur detector bh

material bantu ls

Remuneration

- Worker Orang/hari


smoke detector

- Material

detector ckh - as bh

material bantu ls

Remuneration

- Worker Orang/hari


Alarm bell

- Material

module for bell(3 zone) bh

material bantu ls

Remuneration

- Worker Orang/hari


Portable fire extinghuister ( 5 kg hallon )

- Material

fire extinguisher 5 kg(quell halon alternative) bh

Remuneration- Worker Orang/hari

Emergency lighting lamp 100 watt.

- Material

ceiling mounted emergency lamp 100 w bh

material bantu ls


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- Grounding rod clamp

- Cable clamp

- Square clamp

- Cable BC

- Coper tape 35 x 5 mm

- Test clamp

- Earth pit, HD galvanied

Total material

Install Cost

42 1m' Fence BRC height 1.90 m 100

Material

- BRC height 1.90 m panel

- Steel pipe dia 2 inc m

- strut pipe dia 2 inc m- barbed wire m


Fe : 100 kg/m3


Fe : 100 kg/m3

- Sloof 20/30 reinforced concrete K 175; m3

Fe : 100 kg/m3

Remuneration


-Back fill m3

- Erection of Fence m

44 GATE BRC height 1.90 m wide 1.20 m

Material

- BRC height 1.90 m m

- Steel pipe dia 3 inc m

- Pipe of supporr dia 2 inc and clamp (frame) m

- Foundation 1,00x1,00m2 reinforced concrete K 175; m3

Fe : 100 kg/m3

- Colom 20/40 reinforced concrete K 175; m3Fe : 100 kg/m3

Remuneration


-Back fill m3

- Erection of Gate m


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-grounding complete bh

Remuneration

- upah pasang bh


FIRE WALL 8x12 m incl foundation

Foundation :

Excavation m3

Backfill material m3

Compacted sand layer m3

Lean concrete m3

Formwork m2

Reinforcement kg

Concrete grade 225/20 m3

Wall :

Formwork m2

Reinforcement kg

Concrete grade 225/20 m3

1 m2 graveling

- Material

- Crushed stone m3

Remuneration

- laying m2


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IL WORKS


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1x 80 W complete according BOQ unit

63 Triplex 12 mm sheet

64 Triplex 4 mm sheet

65 Urinoir unit

66 Wastafel including spectacles unit

67 Wire Mash ( dia 3,2 ~ 4 mm ) kg

68 Soil m3

69 list profil m

70 MCCB 64-80A, 25 KA no

70a MCCB 16 A, 5 KA no71 Kansteen m

72 Landscaping m2

73 Stop contact incl installation wiring no

74 Exhoust Fan 40 watt no

75 Lighting protection Complete no

76 Steel guard ( dia of steel 10 mm, seel angle 40.40.4) m2

77 Frame steel guard for rolling door m

78 Emergency lighting lamp 20 W complite no

II REMUNERATION

1 Worker man/day

2 Engeneer expert man/day

3 Geometer man/day

4 Supervion man/day

5 Engeneer man/day6 Operator man/day

7 Driver man/day

8 Brick Layer man/day

9 Steel worker man/day

10 Carpeter man/day

III RENT OF EQUIPMENT

1 Molen of machine hour

2 Communication of equipment unit/day

3 Stringing of equipment unit/day

4 Cassing hour

5 Fasility of lamp hour

6 Forklift hour

7 Gauge hour

8 Generator hour 9 Jack Hydrolic hour

10 Pully unit/day

11 Car ( truck ) unit/day

12 Computer + printer unit/day

13 Dril ling pile of machine hour

14 Driven pile of machine hour

15 Cutting of machine hour

16 Mobilisasion driven of machine or drilling machine ls

17 Support equipment ( key + safety belt ) unit/day

18 Welder of machine hour

19 Pipe Tremi hour

20 Stamper /Stomwalls hour

21 Cord meter

22 Place of work hour

23 Theodolit hour 24 Vibrator hour

25 Drilling of machine hour

shelter hour

-Barb wire length 60 m ( 1 roll) m

- pump house and ground water tank unitIMB Proses cell bld Lot

- enclosure 80 x 60 outdoor ip 66 unit

fotocell switch unit

- enclosure 80 x 60 ip 55 unit

- mccb 125-160 A unit

- Mcb unit

page 66 of 75


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Foundation : Capacitor Voltage Transformer / set; 1 set = 3 unit

UNIT PRICE

NO DESCRIPTION UNIT QTY LOCAL CURRENCY TOTAL PRICE

BQ PORTION as per Dwg

(RUPIAH) (RUPIAH)

1 Excavation of Soil m3

25.87 -

2 Back Filling m3

18.63 -

3 Compacted sand t : 0.10 m m3

1.48 -

4 Lean Concrete t : 0.10 m m3

1.48 -

5 - Concrete m3

3.90 -

- Reinforced Bar (contract 115kg/m3) BJTD-35 kg 448.50 -

- Bekisting m2 15.60 -

6 PVC 2" for Earthing Cable m 2.00 -

7 PVC 4" for Cable Trench m 4.00 -

8 Anchor bolt 30 mm,4 ea icl grouting ls 1 -

TOTAL -

Note:

1. Schedule 7 (only owner Refference)

2. Design of Foundation base on estimated allowable bearing capacity : 0.70 kg/cm2

3. Shall be installed in Schedule 4

Foundation : Current Transformer / set; 1 set = 3 unit

UNIT PRICE



(RUPIAH) (RUPIAH)


25.60 -

2 Back Filling m3

18.39 -


1.40 -


1.40 -

5 - Concrete m3

3.90 -





8 Anchor bolt 24 mm, 4ea icl grouting ls 1 -

TOTAL -

Note:





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Foundation : Marshalling Kiosk / Unit

UNIT PRICE



(RUPIAH) (RUPIAH)


1.57 -

2 Back Filling m3

1.17 -


0.17 -


0.17 -

5 - Concrete m3

0.36 -





8 Plate Bordes t : 3,2 mm m2

2.25 -

TOTAL -

Note:




Foundation : NGR ( NER) / Unit

UNIT PRICE



(RUPIAH) (RUPIAH)


3.09 -

2 Back Filling m3

1.86 -


0.72 -


0.54 -

5 Reinforced Concrete Fe : 115 kg/m3; BJTD-35 m3

2.13 -



8 Anchor bolt 36 mm ls 1 -

TOTAL -

Note:





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Foundation : Power Transformer / Unit

UNIT PRICE


PORTION

(RUPIAH) (RUPIAH)


27.30 -

2 Back Filling m3

2.80 -


3.00 -


3.00 -


24.50 -



8 Anchor bolt 36 mm ls 1 -

TOTAL -

Note:




Foundation : Gantry (Steel Structure) / Unit

UNIT PRICE


PORTION

(RUPIAH) (RUPIAH)


55.00 -

2 Back Filling m3

43.85 -


2.50 -


2.50 -


14.34 -


7 PVC 4" for Cable Trench m - -

8 Anchor bolt 36 mm ls 1.00 -

TOTAL -

Note:




Foundation : Service Transformers / Unit

UNIT PRICE


PORTION

(RUPIAH) (RUPIAH)


5.44 -

2 Back Filling m3

3.00 -


0.40 -


0.40 -

5 Reinforced Concrete grade 225/20 m3

2.04 -



TOTAL -

Note:


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Foundation : New Oil Pit (Cap. 60 ton)

UNIT PRICE


PORTION

(RUPIAH) (RUPIAH)


64.00 -

2 Back Filling m3

43.00 -


16.00 -


16.00 -


16.00 -

6 Grille Oil Pit m 16.00 -


8 PVC 6" m 4.00 -

TOTAL -

Note:




blank package 3 (cikedung)

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