110535875-pos-jaga

Harga Bahan Elektrikal_Hal. 1 dari 66

UNIT PRICE Harga Satuan

NO. DESCRIPTION UNIT MATERIAL LABOUR TRANSPORTATION TOTAL COST TYPE/PRODUCTNo. Uraian Satuan Material Pekerja Transpor Harga Total Tipe/ Produk

(Rp) (Rp) (Rp) (Rp) (1) (2) (3) (4) (5) (6) (8)

DIVISI : ELECTRICAL

A. Panel Works

1 MCCB 320-800 A 3P bh 265,000.00 265,000.00 2 MCCB 252-630 A 3P bh 250,000.00 250,000.00 3 MCCB 200-250 A 3P bh 235,000.00 235,000.00 4 MCCB 160-400 A bh 220,000.00 220,000.00 5 MCCB 160-200 A bh 205,000.00 205,000.00 6 MCCB 125-160 A 3P bh 190,000.00 190,000.00 7 MCCB 100-125 A 3P bh 175,000.00 175,000.00 8 MCCB 80-100 A 3P bh 160,000.00 160,000.00 9 MCCB 64-80 A 3P bh 145,000.00 145,000.00

10 MCCB 50-63 A 3P bh 130,000.00 130,000.00 11 MCCB 40-50 A 3P bh 115,000.00 115,000.00 12 MCCB 32-40 A 3P bh 100,000.00 100,000.00 13 MCCB 16-25 A 3P bh 85,000.00 85,000.00 14 MCCB 100 A 3P bh 150,000.00 150,000.00 15 MCCB 80 A 3P bh 140,000.00 140,000.00 16 MCCB 50 A 3P bh 130,000.00 130,000.00 17 MCCB 40 A 3P bh 120,000.00 120,000.00 18 MCCB 32 A 3P bh 110,000.00 110,000.00 19 MCCB 25 A 3P bh 100,000.00 100,000.00 20 MCCB 20 A 3P bh 90,000.00 90,000.00 21 MCCB 16 A 3P bh 80,000.00 80,000.00 22 MCB 40 A 3P bh 115,000.00 115,000.00 23 MCB 32 A 3P bh 105,000.00 105,000.00 24 MCB 25 A 3P bh 95,000.00 95,000.00 25 MCB 20 A 3P bh 85,000.00 85,000.00 26 MCB 16 A 3P bh 75,000.00 75,000.00 27 MCB 10 A 3P bh 65,000.00 65,000.00 28 MCB 6 A 3P bh 55,000.00 55,000.00 29 MCB 40 A 1P bh 75,000.00 75,000.00 30 MCB 32 A 1P bh 65,000.00 65,000.00 31 MCB 20 A 1P bh 55,000.00 55,000.00 32 MCB 16 A 1P bh 45,000.00 45,000.00 33 MCB 10 A 1P bh 35,000.00 35,000.00 34 MCB 6 A 1P bh 25,000.00 25,000.00 35 CT 5000/5A bh 2,560,000.00 2,560,000.00 36 CT 1000/5A bh 1,280,000.00 1,280,000.00 37 CT 800/5A bh 640,000.00 640,000.00 38 CT 400/5A bh 320,000.00 320,000.00 39 CT 125/5A bh 160,000.00 160,000.00 40 CT 160/5A bh 80,000.00 80,000.00 41 CT 25/5A bh 40,000.00 40,000.00 42 kWH Meter bh 150,000.00 150,000.00 43 Indicator Lamp bh 100,000.00 100,000.00 44 Fuse 4 A bh 125,000.00 125,000.00 45 Amper meter bh 150,000.00 150,000.00 46 Volt meter bh 200,000.00 200,000.00 47 Selector switch bh 125,000.00 125,000.00 48 Cosphi meter bh 135,000.00 135,000.00 49 Arrester bh 175,000.00 175,000.00 50 Timer Switch bh 180,000.00 180,000.00 51 Kontaktor bh 120,000.00 120,000.00 52 Busbar CU 5 (100 x 5 mm) m' 350,000.00 350,000.00 53 Busbar CU 5 (50 x 5 mm) m' 250,000.00 250,000.00 54 Busbar CU 5 (20 x 5 mm) m' 225,000.00 225,000.00 55 Busbar CU 5 (15 x 3 mm) m' 200,000.00 200,000.00 56 Busbar CU 5 (15 x 2 mm) m' 175,000.00 175,000.00 57 Busbar CU 5 (12 x 2 mm) m' 150,000.00 150,000.00 58 Busbar CU 3 (12 x 2 mm) m' 125,000.00 125,000.00 59 Grounding cable BC 4 mm2 m' 25,000.00 25,000.00 60 Grounding cable BC 6 mm2 m' 40,000.00 40,000.00 61 Grounding cable BC 10 mm2 m' 55,000.00 55,000.00 62 Grounding cable BC 16 mm2 m' 70,000.00 70,000.00 63 Grounding cable BC 25 mm2 m' 85,000.00 85,000.00 64 Grounding cable BC 35 mm2 m' 100,000.00 100,000.00 65 Grounding cable BC 50 mm2 m' 115,000.00 115,000.00 66 Grounding cable BC 70 mm2 m' 130,000.00 130,000.00 67 Box panel 200 x 80 x 60 cm unit 12,500,000.00 12,500,000.00 68 Box panel 120 x 80 x 40 cm unit 10,000,000.00 10,000,000.00 69 Box panel 80 x 60 x 40 cm unit 8,000,000.00 8,000,000.00 70 Box panel 60 x 40 x 30 cm unit 6,000,000.00 6,000,000.00




(Rp) (Rp) (Rp) (Rp) (1) (2) (3) (4) (5) (6) (8)

71 Box Panel 60 x 40 x 20 cm unit 7,500,000.00 7,500,000.00 72 Box Panel 50 x 40 x 25 cm unit 5,000,000.00 5,000,000.00 73 Box Panel 40 x 30 x 20 cm unit 4,000,000.00 4,000,000.00 74 Box Panel 50 x 30 x 20 cm unit 4,500,000.00 4,500,000.00

B Power Cable

1 NYY 5x4 mm2 m 40,000.00 40,000.00 2 NYY 4 X120 mm2 m 400,000.00 400,000.00 3 NYY 4 X 70 mm2 m' 240,000.00 240,000.00 4 NYY 4 X 50 mm2 m 175,000.00 175,000.00 5 NYY 4 X 35 mm2 m 130,000.00 130,000.00 6 NYY 4 X 25 mm2 m 95,000.00 95,000.00 7 NYY 4 X 16 mm2 m 80,000.00 80,000.00 8 NYY 4X10 mm² m 70,000.00 70,000.00 9 NYY 4X 6 mm² m 45,000.00 45,000.00

10 NYY 4 X 4 mm² m 30,000.00 30,000.00 11 NYY 3 X 4 mm² m 25,000.00 25,000.00 12 NYY 3 X 6 mm² m 35,000.00 35,000.00 13 NYY 1 X 240 mm² m 215,000.00 215,000.00 14 NYY 1 X 185 mm² m 165,000.00 165,000.00 15 NYY 1 X 70 mm² m 65,000.00 65,000.00 16 NYY 1 X 50 mm² m 45,000.00 45,000.00 17 NYM 2 x 2,5 mm2 m 11,000.00 11,000.00 18 NYM 3 x 2,5 mm`2 m 14,000.00 14,000.00 19 NYM 2 x 1,5 mm2 m 8,500.00 8,500.00 20 Kabel NYA 185 mm² m 205,000.00 205,000.00 21 Kabel NYA 150 mm² m 165,000.00 165,000.00 22 Kabel NYA 120 mm² m 130,000.00 130,000.00 23 Kabel NYA 95 mm² m 100,000.00 100,000.00 24 Kabel NYA 70 mm² m 75,000.00 75,000.00 25 Kabel NYA 50 mm² m 60,000.00 60,000.00 26 Kabel NYA 35 mm² m 40,000.00 40,000.00 27 Kabel NYA 25 mm² m 25,000.00 25,000.00 28 Kabel NYA 16 mm² m 17,500.00 17,500.00 29 Kabel NYA 10 mm² m 13,500.00 13,500.00 30 Kabel NYA 6 mm² m 10,500.00 10,500.00 31 Kabel NYA 4 mm² m 7,800.00 7,800.00 32 Kabel NYA 2,5 mm² m 5,000.00 5,000.00 33 Kabel, NYMHY 3 x 1,5 mm1 m 30,000.00 30,000.00 34 Kabel, NYMHY 3 x 2,5 mm2 m 35,000.00 35,000.00 35 Kabel, NYMHY 2 x 1,5 mm2 m 25,000.00 25,000.00 36 Kabel, NYFGbY 1 x 240 mm2 m 75,000.00 75,000.00 37 Kabel, NYFGbY 3 x 4 mm2 m 4,500.00 4,500.00 38 Kabel, NYFGbY 3 x 2,5 mm2 m 3,200.00 3,200.00 39 Kabel, N2XSY 1 x 150 mm2 m 175,000.00 175,000.00 40 FRC 3 x 6 mm² m 35,000.00 35,000.00 41 FRC 3 x 10 mm² m 53,000.00 53,000.00 42 FRC 4 x 2,5 mm² m 22,000.00 22,000.00 43 FRC 4 x 4 mm² m 33,000.00 33,000.00 44 FRC 4 x 6 mm² m 46,000.00 46,000.00 45 FRC 4 x 10 mm² m 75,000.00 75,000.00 46 FRC 5 x 4 mm² m 90,000.00 90,000.00 47 FRC 5 x 6 mm² m 115,000.00 115,000.00 48 FRC 5 x 10 mm² m 130,000.00 130,000.00 49 FRC 5 x 25 mm² m 150,000.00 150,000.00 50 Konduit dia 20 mm m 7,500.00 7,500.00

C Cable Tray & Cable Ladder Works

Cable Tray1 Kabel Tray 400 x 100 mm m 96,000.00 96,000.00 2 Elbow 400 x 100 mm bh 45,000.00 45,000.00 3 Tee 400 x 100 mm bh 45,000.00 45,000.00 4 Cross 400 x 100 mm bh 45,000.00 45,000.00

1 Kabel Tray 300 x 100 mm m 90,000.00 90,000.00 2 Elbow 300 x 100 mm bh 40,000.00 40,000.00 3 Tee 300 x 100 bh 40,000.00 40,000.00 4 Cross 300 x 100 mm bh 40,000.00 40,000.00

1 Kabel Tray 200 x 100 mm m 85,000.00 85,000.00 2 Elbow 200 x 100 mm bh 38,000.00 38,000.00 3 Tee 200 x 100 bh 38,000.00 38,000.00 4 Cross 200 x 100 mm bh 38,000.00 38,000.00




(Rp) (Rp) (Rp) (Rp) (1) (2) (3) (4) (5) (6) (8)

Cable Ladder1 Kabel Ladder 400 x 100 mm m 225,000.00 225,000.00 1 Kabel Ladder 300 x 100 mm m 200,000.00 200,000.00 1 Kabel Tray 200 x 100 mm m 85,000.00 85,000.00

D Lighting Fixtures, GPO, Switches and L. Pole

1 Lampu TLD 1 x 18 watt Cover Acrylic bh 65,000.00 65,000.00 2 Lampu TLD 1 x 36 watt Cover Acrylic bh 95,000.00 95,000.00 3 Lampu Downlight PLC-14 bh 75,000.00 75,000.00 4 Lampu Downlight PLC-18 bh 110,000.00 110,000.00 5 Lampu Baret 25 watt bh 50,000.00 50,000.00 6 Saklar tunggal bh 20,000.00 20,000.00 7 Saklar Ganda bh 22,000.00 22,000.00 8 Saklar Hotel bh 25,000.00 25,000.00 9 Stop kontak bh 20,000.00 20,000.00

10 Stop kontak 1 phasa bh 25,000.00 25,000.00 11 Stop kontak 3 phasa bh 30,000.00 30,000.00

E Fire alarm system

1 Rate of Rise Heat Detector bh 125,000.00 125,000.00 2 Photo Electric Smoke Detector bh 125,000.00 125,000.00 3 Duct Smoke Detector bh 75,000.00 75,000.00 4 Alarm Bell bh 75,000.00 75,000.00 5 Manual Push Button bh 50,000.00 50,000.00 6 Indicator Lamp bh 50,000.00 50,000.00 7 MCF - FA 30 Zone bh 150,000.00 150,000.00 8 TB-FA. A 15 pairs unit 90,000.00 90,000.00 9 TB-FA. A 20 pairs unit 120,000.00 120,000.00

F Pekerjaan Sistem Tata Suara

1 Ceiling Speaker 3 w bh 110,000.00 110,000.00 2 Ceiling Speaker 6 w bh 170,000.00 170,000.00 3 Volume Kontrol bh 115,000.00 115,000.00 4 Terminal Box - TS. SB 20 pairs unit 3,750,000.00 3,750,000.00 5 Mixer/ Zone Selection/ Power Amplifier 240 Watt unit 4,500,000.00 4,500,000.00 6 Power Amplifier 240 Watt unit 3,750,000.00 3,750,000.00 7 Microphone Pagging system unit 325,000.00 325,000.00 8 Radio & Antena AM/FM Tuner, CD Player, MP3 unit 1,100,000.00 1,100,000.00 9 Cassette Player unit 250,000.00 250,000.00

10 Equalizer unit 2,250,000.00 2,250,000.00 11 MDF - SS unit 2,500,000.00 2,500,000.00

G Telephone System

1 Outlet Telephone Direct bh 55,000.00 55,000.00 2 Outlet Telephone Extension bh 55,000.00 55,000.00 3 Outlet Facsimile unit 1,600,000.00 1,600,000.00 4 TB - T 40 Pairs unit 1,100,000.00 1,100,000.00 5 MDF - T, 200 Pairs unit 3,500,000.00 3,500,000.00

H Computer System

1 Outlet Data ea 55,000.00 55,000.00 2 HUB 12 ports ea 75,000.00 75,000.00 3 HUB 24 ports ea 110,000.00 110,000.00 4 Patch Panel 24 Ports RJ 45 unit 2,450,000.00 2,450,000.00 5 19" Cabinet Rack unit 775,000.00 775,000.00 6 Cable UTP Cat. 5 4 Pairs m 7,500.00 7,500.00

I CCTV

1 CCTV camera colour fix dome unit 1,925,000.00 1,925,000.00 2 Indoor Pan/Tilt/Zoom Camera unit 962,500.00 962,500.00 3 DVR System 8 Channel unit 2,035,000.00 2,035,000.00 4 TV Monitor 21 " unit 1,650,000.00 1,650,000.00 5 Kabel RG - 5,9 m 3,500.00 3,500.00

Analisa Harga Elektrikal_Hal.4 dari 66

ANALISA HARGA SATUAN ELEKTRIKAL

URAIAN PEKERJAAN VOL SAT HRG. SAT MATERIAL LABOUR TOTAL

(Rp) (Rp)

PANEL

PANEL LVMDPa Bahan

Box panel 200 x 80 x 60 cm 1.00 unit 12,500,000.00 12,500,000.00 MCCB 252-630 A 3P 2.00 bh 250,000.00 500,000.00 MCCB 200-250 A 3P 4.00 bh 235,000.00 940,000.00 MCCB 100-125 A 3P 1.00 bh 175,000.00 175,000.00 MCCB 80-100 A 3P 2.00 bh 160,000.00 320,000.00 MCCB 63-80 A 3P 3.00 bh 145,000.00 435,000.00 MCCB 50 A 3P 1.00 bh 130,000.00 130,000.00 Indicator Lamp 6.00 bh 100,000.00 600,000.00 Fuse 4A 6.00 bh 125,000.00 750,000.00 Ampermeter 6.00 bh 150,000.00 900,000.00 Volt meter 2.00 bh 200,000.00 400,000.00 Selector switch 2.00 bh 125,000.00 250,000.00 Cosphi meter 2.00 bh 135,000.00 270,000.00 kWH Meter 2.00 bh 150,000.00 300,000.00 CT 800/5A 6.00 bh 640,000.00 3,840,000.00 Arrester 1.00 bh 175,000.00 175,000.00 Grounding cable BC 70 mm2 3.00 m' 130,000.00 390,000.00 Busbar CU 5 (100 x 5 mm) 1.25 m' 350,000.00 437,500.00 Accessories 1.00 ls 2,331,250.00 2,331,250.00

b Upah- Tukang Listrik 13.00 OH 55,000.00 715,000.00 - Pembantu 16.00 OH 47,000.00 752,000.00 - Peralatan 1.00 ls 8,975,312.50 8,975,312.50

Sub total 36,086,062.50

CAPASITOR BANK 100 KVARa Bahan

Box panel 120 x 80 x 40 cm 1.00 unit 10,000,000.00 10,000,000.00 Regulator 10 Step 1.00 bh 250,000.00 250,000.00 Daya reaktiv 100 KVAR 1.00 bh 150,000.00 150,000.00 MCCB 200-250 A 3P 1.00 bh 235,000.00 235,000.00 MCB 40 A 3P 10.00 bh 120,000.00 1,200,000.00 Kontaktor 10.00 bh 120,000.00 1,200,000.00 Accessories 1.00 ls 1,303,500.00 1,303,500.00


Sub total 20,713,975.00

SDP-KANTOR a Bahan

Box panel 80 x 60 x 40 cm 1.00 unit 8,000,000.00 8,000,000.00 MCCB 125-160 A 3P 1.00 bh 190,000.00 190,000.00 MCCB 125-140 A 3P 1.00 bh 190,000.00 190,000.00 MCCB 80-100 A 3P 2.00 bh 160,000.00 320,000.00 MCCB 64-80 A 3P 3.00 bh 145,000.00 435,000.00 MCCB 50 A 3P 3.00 bh 130,000.00 390,000.00 Indicator Lamp 3.00 bh 100,000.00 300,000.00 Fuse 4A 3.00 bh 125,000.00 375,000.00 Ampermeter 3.00 bh 150,000.00 450,000.00 Volt meter 1.00 bh 200,000.00 200,000.00 Selector switch 1.00 bh 125,000.00 125,000.00 Arrester 1.00 bh 175,000.00 175,000.00 Grounding cable BC 50 mm2 3.00 m' 115,000.00 345,000.00 Busbar CU 5 (20 x 5 mm) 1.25 m' 225,000.00 281,250.00 Accessories 1.00 ls 1,177,625.00 1,177,625.00


Sub total 18,107,731.25



(Rp) (Rp)

SDP-WORKSHOPa Bahan

Box panel 80 x 60 x 40 cm 1.00 unit 8,000,000.00 8,000,000.00 MCCB 320-800 A 3P 1.00 bh 265,000.00 265,000.00 MCCB 125-140 A 3P 1.00 bh 190,000.00 190,000.00 MCCB 80-100 A 3P 2.00 bh 160,000.00 320,000.00 MCCB 64-80 A 3P 3.00 bh 145,000.00 435,000.00 MCCB 50 A 3P 3.00 bh 130,000.00 390,000.00 Indicator Lamp 3.00 bh 100,000.00 300,000.00 Fuse 4A 3.00 bh 125,000.00 375,000.00 Ampermeter 3.00 bh 150,000.00 450,000.00 Volt meter 1.00 bh 200,000.00 200,000.00 Selector switch 1.00 bh 125,000.00 125,000.00 Arrester 1.00 bh 175,000.00 175,000.00 Grounding cable BC 50 mm2 3.00 m' 115,000.00 345,000.00 Busbar CU 5 (20 x 5 mm) 1.25 m' 225,000.00 281,250.00 Accessories 1.00 ls 1,185,125.00 1,185,125.00


Sub total 18,407,106.25 PP- AC- L1a Bahan

Box panel 80 x 60 x 40 cm 1.00 unit 8,000,000.00 8,000,000.00 MCB 32 A 3P 1.00 bh 105,000.00 105,000.00 MCB 20 A 1P 5.00 bh 55,000.00 275,000.00 MCB 10 A 1P 7.00 bh 35,000.00 245,000.00 Indicator Lamp 3.00 bh 100,000.00 300,000.00 Fuse 4A 3.00 bh 125,000.00 375,000.00 Volt meter 1.00 bh 200,000.00 200,000.00 Selector switch 1.00 bh 125,000.00 125,000.00 Grounding cable BC 25 mm2 3.00 m' 85,000.00 255,000.00 Busbar CU 5 (15 x 3 mm) 1.25 m' 200,000.00 250,000.00 Accessories 1.00 ls 1,013,000.00 1,013,000.00


Sub total 15,663,050.00

PP- AC- L2a Bahan

Box panel 80 x 60 x 40 cm 1.00 unit 8,000,000.00 8,000,000.00 MCCB 100-125 A 3P 1.00 bh 175,000.00 175,000.00 MCB 20 A 1P 12.00 bh 55,000.00 660,000.00 MCB 16 A 1P 2.00 bh 45,000.00 90,000.00 MCB 10 A 1P 1.00 bh 35,000.00 35,000.00 Indicator Lamp 3.00 bh 100,000.00 300,000.00 Fuse 4A 3.00 bh 125,000.00 375,000.00 Volt meter 1.00 bh 200,000.00 200,000.00 Selector switch 1.00 bh 125,000.00 125,000.00 Grounding cable BC 25 mm2 3.00 m' 85,000.00 255,000.00 Busbar CU 5 (15 x 3 mm) 1.25 m' 200,000.00 250,000.00 Accessories 1.00 ls 1,046,500.00 1,046,500.00


Sub total 16,160,525.00



(Rp) (Rp)

PP- WORKSHOPa Bahan

Box Panel 60 x 40 x 20 cm 1.00 unit 7,500,000.00 7,500,000.00 MCCB 125 -160 A 3P 1.00 bh 190,000.00 190,000.00 MCB 40 A 3P 1.00 bh 115,000.00 115,000.00 MCB 16 A 1P 12.00 bh 45,000.00 540,000.00 Indicator Lamp 3.00 bh 100,000.00 300,000.00 Fuse 4A 3.00 bh 125,000.00 375,000.00 Volt meter 1.00 bh 200,000.00 200,000.00 Selector switch 1.00 bh 125,000.00 125,000.00 Grounding cable BC 25 mm2 3.00 m' 85,000.00 255,000.00 Busbar CU 5 (15 x 3 mm2) 1.25 m' 200,000.00 250,000.00 Accessories 1.00 ls 985,000.00 985,000.00


Sub total 15,247,250.00

PP- Kantor L1a Bahan

Box Panel 60 x 40 x 20 cm 1.00 unit 7,500,000.00 7,500,000.00 MCCB 32 A 3P 1.00 bh 110,000.00 110,000.00 MCB 10 A 1P 12.00 bh 35,000.00 420,000.00 Indicator Lamp 3.00 bh 100,000.00 300,000.00 Fuse 4A 3.00 bh 125,000.00 375,000.00 Volt meter 1.00 bh 200,000.00 200,000.00 Selector switch 1.00 bh 125,000.00 125,000.00 Grounding cable BC 25 mm2 3.00 m' 85,000.00 255,000.00 Busbar CU 5 (15 x 3 mm2) 1.25 m' 200,000.00 250,000.00 Accessories 1.00 ls 953,500.00 953,500.00


Sub total 14,779,475.00

PP- Kantor L2a Bahan

Box Panel 60 x 40 x 20 cm 1.00 unit 7,500,000.00 7,500,000.00 MCB 40 A 3P 1.00 bh 115,000.00 115,000.00 MCB 10 A 1P 15.00 bh 35,000.00 525,000.00 Indicator Lamp 3.00 bh 100,000.00 300,000.00 Fuse 4A 3.00 bh 125,000.00 375,000.00 Volt meter 1.00 bh 200,000.00 200,000.00 Selector switch 1.00 bh 125,000.00 125,000.00 Grounding cable BC 25 mm2 3.00 m' 85,000.00 255,000.00 Busbar CU 5 (15 x 3 mm2) 1.25 m' 200,000.00 250,000.00 Accessories 1.00 ls 964,500.00 964,500.00


Sub total 14,942,825.00



(Rp) (Rp)

PP- CRANEa Bahan

Box Panel 60 x 40 x 20 cm 1.00 unit 7,500,000.00 7,500,000.00 MCCB 64-80 A 3P 1.00 bh 145,000.00 145,000.00 MCB 40 A 3P 2.00 bh 120,000.00 240,000.00 MCB 16 A 1P 1.00 bh 45,000.00 45,000.00 Indicator Lamp 3.00 bh 100,000.00 300,000.00 Fuse 4A 3.00 bh 125,000.00 375,000.00 Ampermeter 3.00 bh 150,000.00 450,000.00 Volt meter 1.00 bh 200,000.00 200,000.00 Selector switch 1.00 bh 125,000.00 125,000.00 CT 160/5A 3.00 bh 80,000.00 240,000.00 Grounding cable BC 25 mm2 3.00 m' 85,000.00 255,000.00 Busbar CU 5 (15 x 3 mm2) 1.25 m' 200,000.00 250,000.00 Accessories 1.00 ls 1,012,500.00 1,012,500.00


Sub total 15,655,625.00

PP- PAINTING BOOTa Bahan

Box Panel 60 x 40 x 20 cm 1.00 unit 7,500,000.00 7,500,000.00 MCCB 64-80 A 3P 1.00 bh 145,000.00 145,000.00 MCB 40 A 1P 1.00 bh 75,000.00 75,000.00 MCB 32 A 1P 2.00 bh 65,000.00 130,000.00 MCB 20 A 1P 2.00 bh 55,000.00 110,000.00 Indicator Lamp 3.00 bh 100,000.00 300,000.00 Fuse 4A 3.00 bh 125,000.00 375,000.00 Ampermeter 3.00 bh 150,000.00 450,000.00 Volt meter 1.00 bh 200,000.00 200,000.00 Selector switch 1.00 bh 125,000.00 125,000.00 CT 160/5A 3.00 bh 80,000.00 240,000.00 Grounding cable BC 25 mm2 3.00 m' 85,000.00 255,000.00 Busbar CU 5 (15 x 3 mm2) 1.25 m' 200,000.00 250,000.00 Accessories 1.00 ls 1,015,500.00 1,015,500.00


Sub total 15,700,175.00

LP- Kantor L1a Bahan



Sub total 14,705,225.00



(Rp) (Rp)

LP- Kantor L2a Bahan



Sub total 14,816,600.00

LP- WORKSHOPa Bahan

Box Panel 60 x 40 x 20 cm 1.00 unit 7,500,000.00 7,500,000.00 MCCB 80-100 A 3P 1.00 bh 160,000.00 160,000.00 MCB 16 A 1P 25.00 bh 45,000.00 1,125,000.00 Indicator Lamp 3.00 bh 100,000.00 300,000.00 Fuse 4A 3.00 bh 125,000.00 375,000.00 Volt meter 1.00 bh 200,000.00 200,000.00 Selector switch 1.00 bh 125,000.00 125,000.00 Grounding cable BC 25 mm2 3.00 m' 85,000.00 255,000.00 Busbar CU 5 (15 x 3 mm2) 1.25 m' 200,000.00 250,000.00 Accessories 1.00 ls 1,029,000.00 1,029,000.00


Sub total 15,900,650.00

CP- LAMPU LANDSCAPEa Bahan

Box Panel 60 x 40 x 20 cm 1.00 unit 7,500,000.00 7,500,000.00 MCCB 80-100 A 3P 1.00 bh 160,000.00 160,000.00 MCB 10 A 1P 9.00 bh 35,000.00 315,000.00 Indicator Lamp 3.00 bh 100,000.00 300,000.00 Fuse 4A 3.00 bh 125,000.00 375,000.00 Volt meter 1.00 bh 200,000.00 200,000.00 Selector switch 1.00 bh 125,000.00 125,000.00 Kontaktor 50 A 1.00 bh 120,000.00 120,000.00 Sensor LDR 1.00 bh 350,000.00 350,000.00 Grounding cable BC 25 mm2 3.00 m' 85,000.00 255,000.00 Busbar CU 5 (15 x 3 mm2) 1.25 m' 200,000.00 250,000.00 Accessories 1.00 ls 995,000.00 995,000.00


Sub total 15,395,750.00

Control Lampu Lampu SPOTLIGHT 1000Wa Bahan

Box Presto 1.00 bh 45,000.00 45,000.00 MCB 16 A 2 Pole 2.00 bh 55,000.00 110,000.00

b Tenaga :Pekerja 5.00 % 155,000.00 775,000.00

Sub total 930,000.00



(Rp) (Rp)

KABEL

NYY 4 X 16 mmNYY 4 X 16 mm2 1.00 m 80,000.00 80,000.00 Tenaga Kerja :Mandor 0.01 Oh 70,000.00 700.00 Tukang listrik 0.02 Oh 55,000.00 1,100.00 Pembantu tukang listrik 0.02 Oh 47,000.00 940.00

Sub total 82,740.00

NYY 4X10 mm²NYY 4X10 mm² 1.00 m 70,000.00 70,000.00 Tenaga Kerja :Mandor 0.01 Oh 70,000.00 700.00 Tukang listrik 0.02 Oh 55,000.00 1,100.00 Pembantu tukang listrik 0.02 Oh 47,000.00 940.00

Sub total 72,740.00

NYY 4X6 mm²NYY 4X6 mm² 1.00 m 45,000.00 45,000.00 Tenaga Kerja :Mandor 0.01 Oh 70,000.00 700.00 Tukang listrik 0.02 Oh 55,000.00 1,100.00 Pembantu tukang listrik 0.02 Oh 47,000.00 940.00

Sub total 47,740.00

NYY 4X25mm²NYY 4X25mm² 1.00 m 95,000.00 95,000.00 Tenaga Kerja :Mandor 0.02 Oh 70,000.00 1,400.00 Tukang listrik 0.03 Oh 55,000.00 1,650.00 Pembantu tukang listrik 0.03 Oh 47,000.00 1,410.00

Sub total 99,460.00

NYY 4X35 mm²NYY 4X35 mm² 1.00 m 130,000.00 130,000.00 Tenaga Kerja :Mandor 0.02 Oh 70,000.00 1,400.00 Tukang listrik 0.03 Oh 55,000.00 1,650.00 Pembantu tukang listrik 0.03 Oh 47,000.00 1,410.00


NYY 1X50 mm²NYY 1X50 mm² 1.00 m 45,000.00 45,000.00 Tenaga Kerja :Mandor 0.02 Oh 70,000.00 1,400.00 Tukang listrik 0.03 Oh 55,000.00 1,650.00 Pembantu tukang listrik 0.03 Oh 47,000.00 1,410.00

Sub total 49,460.00

NYFGbY 4(1x240) mm²NYFGbY 4(1x240) mm² 1.00 m 75,000.00 75,000.00 Galian 0.65 m3 48,500.00 31,525.00 Pasir Urug 0.22 m3 134,375.00 29,562.50 Bata 15.00 Bh 70,992.00 1,064,880.00 Pemadatan 0.52 m3 32,250.00 16,770.00 Accessories 1.00 ls 121,773.75 121,773.75 Tenaga Kerja :Tukang listrik 0.06 Oh 55,000.00 3,300.00 Pembantu tukang listrik 0.08 Oh 47,000.00 3,760.00 Peralatan 1.00 Oh 468,828.94 468,828.94

Sub total 1,815,400.19



(Rp) (Rp)

FRC 4X6mm²FRC 4X6mm² 1.00 m 46,000.00 46,000.00 BC 4 mm² 1.00 m 25,000.00 25,000.00 Tenaga Kerja :Mandor 0.03 Oh 70,000.00 2,100.00 Tukang listrik 0.05 Oh 55,000.00 2,750.00 Pembantu tukang listrik 0.05 Oh 47,000.00 2,350.00

Sub total 78,200.00

FRC 4X4 mm²FRC 4X4 mm² 1.00 m 33,000.00 33,000.00 BC 4 mm² 1.00 m 25,000.00 25,000.00 Tenaga Kerja :Mandor 0.03 Oh 70,000.00 2,100.00 Tukang listrik 0.05 Oh 55,000.00 2,750.00 Pembantu tukang listrik 0.05 Oh 47,000.00 2,350.00

Sub total 65,200.00







CABLE TRAY

Cabel Tray a Bahan

-Kabel Tray 200 x 100 mm 1.10 m' 85,000.00 93,500.00 - Elbow 200 x 100 mm 0.03 ea 38,000.00 950.00 -Tee 200 x 100 mm 0.02 ea 38,000.00 684.00 -Support material (jarak 2 m) 1.00 ls 9,513.40 9,513.40 -Accessories 1.00 ls 10,464.74 10,464.74

b Tenaga-Pekerja 0.12 OH 47,000.00 5,828.00 -Tukang Listrik 0.13 OH 55,000.00 6,875.00 -Peralatan 1.00 ls 40,289.25 40,289.25

Sub Total 168,104.39



(Rp) (Rp)

Cabel Tray a Bahan

-Kabel Tray 300 x 100 mm 1.10 m' 90,000.00 99,000.00 -Elbow 300 x 100 mm 0.03 ea 40,000.00 1,000.00 -Tee 300 x 100 mm 0.02 ea 40,000.00 720.00 -Support material (jarak 2 m) 1.00 ls 10,072.00 10,072.00 -Accessories 1.00 ls 11,079.20 11,079.20



Cabel Laddera Bahan

-Kabel Tray 300 x 100 mm 1.10 m' 90,000.00 99,000.00 -Support material 1.00 ls 9,900.00 9,900.00 -Accessories 1.00 ls 10,890.00 10,890.00



Cabel Tray Elektronika Bahan

-Kabel Tray 400 x 100 mm 1.10 m' 96,000.00 105,600.00 -Elbow 400 x 100 mm 0.03 ea 45,000.00 1,125.00 -Tee 400 x 100 mm 0.02 ea 45,000.00 810.00 -Support material (jarak 2 m) 1.00 ls 10,753.50 10,753.50 -Accessories 1.00 ls 11,828.85 11,828.85



TITIK LAMPU

Lampu TLD 2x36 W COVER ACRBahan :-TBS 318 236 IC M2 1.10 Bh 40,000.00 44,000.00 -TLD 36 Watt 2.00 Bh 95,000.00 190,000.00 Tenaga Kerja:Pekerja 5.00 % 234,000.00 1,170,000.00

Sub Total 1,404,000.00

Lampu TLD 2x18 W COVER ACRBahan :-TBS 318 218 IC M2 1.10 Bh 40,000.00 44,000.00 -TLD 18 Watt 2.00 Bh 65,000.00 130,000.00 Tenaga :Pekerja 5.00 % 174,000.00 870,000.00

Sub Total 1,044,000.00

Lampu TLD 2x18 W OutbowBahan :-TMS 012 218 M II IC 1.10 Bh 40,000.00 44,000.00 -TLD 18 Watt 2.00 Bh 65,000.00 130,000.00 Tenaga :Pekerja 5.00 % 174,000.00 870,000.00

Sub Total 1,044,000.00



(Rp) (Rp)

Lampu Down Light 1x14 WBahan :FBH 058 114 I 1.10 Bh 60,000.00 66,000.00 PLC 14 Watt 1.00 Bh 75,000.00 75,000.00 Tenaga:Pekerja 5.00 % 141,000.00 705,000.00


Lampu Down Light 1x18 WBahan :FBH 145 118 IC WH 1.10 Bh 60,000.00 66,000.00 PLC 18 Watt 1.00 Bh 110,000.00 110,000.00 Tenaga Kerja :Pekerja 5.00 % 176,000.00 880,000.00

Sub Total 1,056,000.00

Lampu TLD BARET 1X25 WBahan :Lampu TLD BARET 1X25 W 1.10 Bh 50,000.00 55,000.00 Tenaga:Pekerja 5.00 % 55,000.00 275,000.00


Lampu HPL 400 BUSBahan :HPK518 1xHPI-P400W-BUS IC 1.10 Bh 150,000.00 165,000.00 Tenaga:Pekerja 5.00 % 165,000.00 825,000.00


Instalasi Lampu HPL 400 BUSBaja siku 50.50.5 119.00 m' 15,000.00 1,785,000.00 Plat 145 x 145, t=5mm 78.70 kg 18,095.00 1,424,076.50 Baut dia. 10mm 96.00 bh 2,500.00 240,000.00 Las keliling 1,920.00 cm 1,316.00 2,526,720.00

Sub Total 5,975,796.50

Lampu SPOTLIGHT 1000WBahan :MVF024 HPIT 1000 Watt 1.10 Bh 250,000.00 275,000.00 Tenaga:Pekerja 5.00 % 275,000.00 1,375,000.00

Sub Total 1,650,000.00

Lampu SON T 2 X 150 WATTBahan :RVP250 SON-T150W IC S 2.00 Bh 75,000.00 150,000.00 SON-T 150W E E40 2.00 Bh 60,000.00 120,000.00 Tenaga:Pekerja 5.00 % 270,000.00 1,350,000.00

Sub Total 1,620,000.00

TITIK INSTALASI

Titik Instalasi Daya ACBahan : Kabel, NYM 3 x 2,5 mm2 25.00 m' 14,000.00 350,000.00 Pipa Conduit 25.00 m' 7,500.00 187,500.00 Isolasi ban 1.00 bh 2,500.00 2,500.00 Tenaga Kerja :Mandor 0.17 OH 70,000.00 11,666.67 Tukang listrik 0.30 OH 55,000.00 16,500.00 Pembantu tukang listrik 0.30 OH 47,000.00 14,100.00




(Rp) (Rp)

Titik Instalasi Exhaust FanBahan : Kabel, NYM 3 x 2,5 mm2 8.00 m' 14,000.00 112,000.00 Pipa Conduit 8.00 m' 7,500.00 60,000.00 Isolasi ban 1.00 bh 2,500.00 2,500.00 Tenaga Kerja :Mandor 0.12 OH 70,000.00 8,400.00 Tukang listrik 0.30 OH 55,000.00 16,500.00 Pembantu tukang listrik 0.30 OH 47,000.00 14,100.00


Titik Instalasi PeneranganBahan : Kabel, NYM 3 x 2,5 mm2 10.00 m 14,000.00 140,000.00 Pipa Conduit 10.00 m 7,500.00 75,000.00 Socket Pipa 1.00 Bh 750.00 750.00 Tee Doos 2.00 Bh 2,500.00 5,000.00 Klem Pipa 3.00 Bh 600.00 1,800.00 Fhiser 3.00 Bh 350.00 1,050.00 Las Doop 2.00 Bh 300.00 600.00 Isolasi ban 0.25 Bh 2,500.00 625.00 Tenaga Kerja :Mandor 0.17 Oh 70,000.00 11,666.67 Tukang listrik 0.30 Oh 55,000.00 16,500.00 Pembantu tukang listrik 0.30 Oh 47,000.00 14,100.00


Titik Instalasi Penerangan HPL 400 BUSBahan : Kabel, NYM 3 x 2,5 mm2 35.00 m 14,000.00 490,000.00 Pipa Conduit 35.00 m 7,500.00 262,500.00 Socket Pipa 3.00 Bh 750.00 2,250.00 Tee Doos 1.00 Bh 2,500.00 2,500.00 Klem Pipa 3.00 Bh 600.00 1,800.00 Fhiser 3.00 Bh 350.00 1,050.00 Las Doop 2.00 Bh 300.00 600.00 Isolasi ban 0.25 Bh 2,500.00 625.00 Tenaga Kerja :Mandor 0.17 Oh 70,000.00 11,666.67 Tukang listrik 0.30 Oh 55,000.00 16,500.00 Pembantu tukang listrik 0.30 Oh 47,000.00 14,100.00


Titik Instalasi Penerangan Lampu Son T 2 x 150 WattBahan : Kabel, NYFGbY 3 x 4 mm2 35.00 m 4,500.00 157,500.00 Pipa Conduit 35.00 m 7,500.00 262,500.00 Socket Pipa 3.00 Bh 750.00 2,250.00 Tee Doos 1.00 Bh 2,500.00 2,500.00 Klem Pipa 3.00 Bh 600.00 1,800.00 Fhiser 3.00 Bh 350.00 1,050.00 Las Doop 2.00 Bh 300.00 600.00 Isolasi ban 0.25 Bh 2,500.00 625.00 Tenaga Kerja :Mandor 0.17 Oh 70,000.00 11,666.67 Tukang listrik 0.30 Oh 55,000.00 16,500.00 Pembantu tukang listrik 0.30 Oh 47,000.00 14,100.00




(Rp) (Rp)

Titik Instalasi Stop Kontak Daya 1 PhaseBahan : Kabel, NYM 3 x 2,5 mm2 15.00 m 14,000.00 210,000.00 Pipa Conduit 15.00 m 7,500.00 112,500.00 Socket Pipa 1.00 Bh 750.00 750.00 Tee Doos 2.00 Bh 2,500.00 5,000.00 Klem Pipa 3.00 Bh 600.00 1,800.00 Fhiser 3.00 Bh 350.00 1,050.00 Las Doop 2.00 Bh 300.00 600.00 Isolasi ban 0.25 Bh 2,500.00 625.00 Tenaga Kerja :Mandor 0.17 Oh 70,000.00 11,666.67 Tukang listrik 0.30 Oh 55,000.00 16,500.00 Pembantu tukang listrik 0.30 Oh 47,000.00 14,100.00


Titik Instalasi Stop Kontak Daya 3 PhaseBahan : Kabel, NYY 5 x 4 mm2 15.00 m 40,000.00 600,000.00 Pipa Conduit 15.00 m 7,500.00 112,500.00 Socket Pipa 1.00 Bh 750.00 750.00 Tee Doos 2.00 Bh 2,500.00 5,000.00 Klem Pipa 3.00 Bh 600.00 1,800.00 Fhiser 3.00 Bh 350.00 1,050.00 Las Doop 2.00 Bh 300.00 600.00 Isolasi ban 0.25 Bh 2,500.00 625.00 Tenaga Kerja :Mandor 0.17 Oh 70,000.00 11,666.67 Tukang listrik 0.30 Oh 55,000.00 16,500.00 Pembantu tukang listrik 0.30 Oh 47,000.00 14,100.00


Titik Instalasi SpeakerBahan : Kabel, NYMHY 3 x 1,5 mm2 15.00 m 30,000.00 450,000.00 Pipa Conduit 15.00 m 7,500.00 112,500.00 Socket Pipa 1.00 Bh 750.00 750.00 Tee Doos 2.00 Bh 2,500.00 5,000.00 Klem Pipa 3.00 Bh 600.00 1,800.00 Fhiser 3.00 Bh 350.00 1,050.00 Isolasi ban 0.25 Bh 2,500.00 625.00 Tenaga Kerja :Mandor 0.17 Oh 70,000.00 11,666.67 Tukang listrik 0.30 Oh 55,000.00 16,500.00 Pembantu tukang listrik 0.30 Oh 47,000.00 14,100.00


Titik Instalasi DataBahan : UTP CAT 5E 20.00 m 7,500.00 150,000.00 Pipa Conduit 20.00 m 7,500.00 150,000.00 Socket Pipa 1.00 Bh 750.00 750.00 Tee Doos 2.00 Bh 2,500.00 5,000.00 Klem Pipa 3.00 Bh 600.00 1,800.00 Fhiser 3.00 Bh 350.00 1,050.00 Isolasi ban 0.25 Bh 2,500.00 625.00 Tenaga Kerja :Mandor 0.17 Oh 70,000.00 11,666.67 Tukang listrik 0.30 Oh 55,000.00 16,500.00 Pembantu tukang listrik 0.30 Oh 47,000.00 14,100.00




(Rp) (Rp)

Titik Instalasi Fire AlarmBahan : Kabel, NYMHY 2 x 1,5 mm2 15.00 m 25,000.00 375,000.00 Pipa Conduit 15.00 m 7,500.00 112,500.00 Socket Pipa 1.00 Bh 750.00 750.00 Tee Doos 2.00 Bh 2,500.00 5,000.00 Klem Pipa 3.00 Bh 600.00 1,800.00 Fhiser 3.00 Bh 350.00 1,050.00 Isolasi ban 0.25 Bh 2,500.00 625.00 Tenaga Kerja :Mandor 0.17 Oh 70,000.00 11,666.67 Tukang listrik 0.30 Oh 55,000.00 16,500.00 Pembantu tukang listrik 0.30 Oh 47,000.00 14,100.00


Titik Instalasi Telephone Bahan : Kabel ITC (2 x 0,6 mm2) 15.00 m 3,000.00 45,000.00 Pipa Conduit 15.00 m 7,500.00 112,500.00 Socket Pipa 1.00 Bh 750.00 750.00 Tee Doos 2.00 Bh 2,500.00 5,000.00 Klem Pipa 3.00 Bh 600.00 1,800.00 Fhiser 3.00 Bh 350.00 1,050.00 Isolasi ban 0.25 Bh 2,500.00 625.00 Tenaga Kerja :Mandor 0.17 Oh 70,000.00 11,666.67 Tukang listrik 0.30 Oh 55,000.00 16,500.00 Pembantu tukang listrik 0.30 Oh 47,000.00 14,100.00

Sub total 208,991.67 Titik Instalasi CCTVBahan :Kabel RG - 59 75.00 m 3,500.00 262,500.00 Kabel NYMHY 3 x 2,5 mm2 75.00 m 35,000.00 2,625,000.00 Pipa Conduit 75.00 m 7,500.00 562,500.00 Klem Pipa 15.00 Bh 600.00 9,000.00 Fhiser 15.00 Bh 350.00 5,250.00 Isolasi ban 0.25 Bh 2,500.00 625.00 Tenaga Kerja :Mandor 0.17 Oh 70,000.00 11,666.67 Tukang listrik 0.30 Oh 55,000.00 16,500.00 Pembantu tukang listrik 0.30 Oh 47,000.00 14,100.00

Sub Total 3,507,141.67

TBT-40 PairsBahan:-TBT-10 Pairs 1.00 unit 1,100,000.00 1,100,000.00 -Accessories 1.00 ls 110,000.00 110,000.00 Tenaga Kerja :Tukang listrik 1.73 OH 55,000.00 95,150.00 Pembantu tukang listrik 1.43 OH 47,000.00 67,210.00 Peralatan 1.00 ls 423,500.00 423,500.00

Sub total 1,795,860.00

TB-FA. A 20 pairsBahan:-TB-FA. A 20 pairs 1.00 unit 120,000.00 120,000.00 -Accessories 1.00 ls 12,000.00 12,000.00 Tenaga Kerja:- Tukang listrik 2.30 OH 55,000.00 126,665.00 - Pembantu Tukang Listrik 2.53 OH 47,000.00 118,863.00 - Peralatan 1.00 ls 46,200.00 46,200.00




(Rp) (Rp)

TB-TS. SB 20 pairsBahan:TB-TS. SB 20 pairs 1.00 unit 3,750,000.00 3,750,000.00 -Accessories 1.00 ls 375,000.00 375,000.00 Tenaga Kerja:- Tukang listrik 1.25 OH 55,000.00 68,750.00 - Pembantu Tukang Listrik 2.06 OH 47,000.00 96,585.00 - Peralatan 1.00 ls 1,443,750.00 1,443,750.00

Sub total 5,734,085.00

Harga Bahan Mekanikal_Hal. 17 dari 66

Harga (Rp)No. Material Unit Harga Kenaikan Transport Over head/ Total Harga Produk/

Satuan 5 - 8 % profit (Rp.) tipe

1% 5% 1%

DIVISI : MEKANIKAL

I PIPA

a Pipa GSP, klas medium (standard SII)0161-81/BS.1387- 67) pjn = 6 m/btg

1 Dia. 25 mm (1") m' 65,000.00 650.00 3,250.00 650.00 69,550.00 2 Dia. 50 mm (2") m' 110,000.00 1,100.00 5,500.00 1,100.00 117,700.00

b Pipa PVC Type AW, panjang 4m1 Dia. 15 mm (1/2") m' 5,000.00 50.00 250.00 50.00 5,350.00 2 Dia. 20 mm (3/4") m' 9,000.00 90.00 450.00 90.00 9,630.00 3 Dia. 25 mm (1") m' 15,000.00 150.00 750.00 150.00 16,050.00 4 Dia. 32 mm (1 1/4") m' 18,000.00 180.00 900.00 180.00 19,260.00 5 Dia. 40 mm (1 1/2") m' 20,000.00 200.00 1,000.00 200.00 21,400.00 6 Dia. 50 mm (2") m' 25,000.00 250.00 1,250.00 250.00 26,750.00 7 Dia. 65 mm (2 1/2") m' 30,000.00 300.00 1,500.00 300.00 32,100.00 8 Dia. 80 mm (3") m' 35,000.00 350.00 1,750.00 350.00 37,450.00 9 Dia. 100 mm (4") m' 45,000.00 450.00 2,250.00 450.00 48,150.00

10 Dia. 125 mm (5") m' 60,000.00 600.00 3,000.00 600.00 64,200.00 11 Dia. 150 mm (6") m' 70,000.00 700.00 3,500.00 700.00 74,900.00

c FITTING AND ASCESORIS1 Elbow Dia. 125 mm (5") bh 20,000.00 200.00 1,000.00 200.00 21,400.00 2 Elbow Dia. 80 mm (3") bh 10,000.00 100.00 500.00 100.00 10,700.00 3 Klem Pipa Dia. 125 mm (5") bh 25,000.00 250.00 1,250.00 250.00 26,750.00 4 Klem Pipa Dia. 80 mm (3") bh 15,000.00 150.00 750.00 150.00 16,050.00

II KATUP & ACCESSORIES

1 Gate valve (125 PSI/10 kg/cm2)Material : cast ironDia. 20 mm (1 1/4") screw bh 200,000.00 2,000.00 10,000.00 2,000.00 214,000.00 Dia. 32 mm (1 1/4") screw bh 275,000.00 2,750.00 13,750.00 2,750.00 294,250.00 Dia. 50 mm (2") screw bh 300,000.00 3,000.00 15,000.00 3,000.00 321,000.00 Dia. 100 mm (4") bh 450,000.00 4,500.00 22,500.00 4,500.00 481,500.00

2 Flexibel Joint (125 PSI/10 kg/cm2)Material : cast ironDia. 50 mm (2") screw bh 250,000.00 2,500.00 12,500.00 2,500.00 267,500.00

2 Check valve (125 PSI/10 kg/cm2)Material : cast ironDia. 50 mm (2") screw bh 350,000.00 3,500.00 17,500.00 3,500.00 374,500.00

3 Foot Valve Strainer (125 PSI/10 kg/cm2)Material : cast ironDia. 50 mm (2") screw bh 350,000.00 3,500.00 17,500.00 3,500.00 374,500.00

4 Gate valve class 125 SCRDMaterial : bronzeDia. 50 mm (2") screw bh 300,000.00 3,000.00 15,000.00 3,000.00 321,000.00

III SANITAIR

1 Bahan Stainless SteelClean Out, tipe H58-2 unit 50,000.00 500.00 2,500.00 500.00 53,500.00 Clean Out, tipe H58-3 unit 60,000.00 600.00 3,000.00 600.00 64,200.00 Clean Out, tipe H58-4 unit 75,000.00 750.00 3,750.00 750.00 80,250.00

2 Roof Drain Dia. 125 (5") unit 145,000.00 1,450.00 7,250.00 1,450.00 155,150.00 Roof Drain Dia. 80 (3") unit 62,500.00 625.00 3,125.00 625.00 66,875.00

IV FIRE FIGHTING SYSTEM

1 Fire Extinguisher, Dry ChemicalKapasitas : 3 kg bh 750,000.00 7,500.00 37,500.00 7,500.00 802,500.00 Kapasitas : 6 kg bh 1,250,000.00 12,500.00 62,500.00 12,500.00 1,337,500.00

IV AIR CONDITIONER

1 AC SPLIT 0,5 PK

Split Wall Mounted unit 2,500,000.00 25,000.00 125,000.00 25,000.00 2,675,000.00 Kapasitas : 0,5 PK

Harga Bahan Mekanikal_Hal. 18 dari 66

Harga (Rp)No. Material Unit Harga Kenaikan Transport Over head/ Total Harga Produk/

Satuan 5 - 8 % profit (Rp.) tipe

1% 5% 1%2 AC SPLIT 0,75 PK

Split Wall Mounted unit 3,200,000.00 32,000.00 160,000.00 32,000.00 3,424,000.00 Kapasitas : 0,75 PK

3 AC SPLIT 1 PK

Split Wall Mounted unit 4,000,000.00 40,000.00 200,000.00 40,000.00 4,280,000.00 Kapasitas : 1 PK

5 AC SPLIT 2 PK

Split Wall Mounted unit 5,600,000.00 56,000.00 280,000.00 56,000.00 5,992,000.00 Kapasitas : 2 PK

6 Ceilling Mounted Cassette unit 4,500,000.00 45,000.00 225,000.00 45,000.00 4,815,000.00 Kapasitas : 22000 Btu/h

7 Exhaust Fan Ceilling 50 CFM unit 1,400,000.00 14,000.00 70,000.00 14,000.00 1,498,000.00

8 Exhaust Fan Ceilling 100 CFM unit 2,200,000.00 22,000.00 110,000.00 22,000.00 2,354,000.00

9 Exhaust Fan Wall Mount 500 CFM unit 3,000,000.00 30,000.00 150,000.00 30,000.00 3,210,000.00

10 Ducting Exhaust Fan6" x 6" m 175,000.00 1,750.00 8,750.00 1,750.00 187,250.00 8" x 6" m 185,000.00 1,850.00 9,250.00 1,850.00 197,950.00 10" x 6" m 200,000.00 2,000.00 10,000.00 2,000.00 214,000.00 12" x 6" m 225,000.00 2,250.00 11,250.00 2,250.00 240,750.00

11 Exhaust Air Grille ( EAG, 12" x 12" ) bh 400,000.00 4,000.00 20,000.00 4,000.00 428,000.00

Analisa Harga Mekanikal_Hal. 19 dari 66

ANALISA HARGA SATUAN MEKANIKAL

No URAIAN PEKERJAAN VOLUME SATUAN HARGA (Rp) JUMLAH (Rp)

I M' PIPA GSP MEDIUM dia. 1"Bahan :

Pipa PVC GSP Medium dia. 1" 1.050 m' 69,550.00 73,027.50 Galian & Urugan tanah 0.280 m3 89,597.00 25,087.16

Upah :Tukang pipa 0.020 hr 55,000.00 1,100.00 Kepala tukang pipa 0.010 hr 60,000.00 600.00 Mandor 0.005 hr 70,000.00 350.00

Jumlah Rp 100,164.66 Rp 100,160.00

I M' PIPA GSP MEDIUM dia. 2"Bahan :

Pipa PVC GSP Medium dia. 2" 1.050 m' 117,700.00 123,585.00 Galian & Urugan tanah 0.280 m3 89,597.00 25,087.16

Upah :Tukang pipa 0.020 hr 55,000.00 1,100.00 Kepala tukang pipa 0.010 hr 60,000.00 600.00 Mandor 0.005 hr 70,000.00 350.00

Jumlah Rp 150,722.16 Rp 150,720.00

I M' PIPA PVC TYPE AW dia. 6"Bahan :

Pipa PVC tipe AW dia. 6" 1.200 m' 74,900.00 89,880.00 Perlengkapan 35.000 % 89,880.00 31,458.00

Upah :Pekerja 0.081 hr 47,000.00 3,807.00 Tukang pipa 0.135 hr 55,000.00 7,425.00 Kepala tukang pipa 0.014 hr 60,000.00 810.00 Mandor 0.004 hr 70,000.00 287.00

Jumlah Rp 133,667.00 Rp 133,660.00




Jumlah Rp 116,333.00 Rp 116,330.00




Jumlah Rp 90,332.00 Rp 90,330.00






Jumlah Rp 72,998.00 Rp 72,990.00

I M' PIPA PVC TYPE AW dia. 2 1/2"Bahan :

Pipa PVC tipe AW dia. 2 1/2" 1.200 m' 32,100.00 38,520.00 Perlengkapan 35.000 % 38,520.00 13,482.00


Jumlah Rp 57,641.00 Rp 57,640.00

I M' PIPA PVC TYPE AW dia. 2 "Bahan :

Pipa PVC tipe AW dia. 2 " 1.200 m' 26,750.00 32,100.00 Perlengkapan 35.000 % 32,100.00 11,235.00


Jumlah Rp 48,974.00 Rp 48,970.00

I M' PIPA PVC TYPE AW dia. 1 1/2 "Bahan :

Pipa PVC tipe AW dia. 1 1/2 " 1.200 m' 21,400.00 25,680.00 Perlengkapan 35.000 % 25,680.00 8,988.00


Jumlah Rp 40,307.00 Rp 40,300.00

I M' PIPA PVC TYPE AW dia. 1 1/4 "Bahan :

Pipa PVC tipe AW dia. 1 1/4 " 1.200 m' 19,260.00 23,112.00 Perlengkapan 35.000 % 23,112.00 8,089.20


Jumlah Rp 36,840.20 Rp 36,840.00



I M' PIPA PVC TYPE AW dia. 1 "Bahan :

Pipa PVC tipe AW dia. 1 " 1.200 m' 16,050.00 19,260.00 Perlengkapan 35.000 % 19,260.00 6,741.00


Jumlah Rp 31,640.00 Rp 31,640.00

I M' PIPA PVC TYPE AW dia. 3/4 "Bahan :

Pipa PVC tipe AW dia. 3/4 " 1.200 m' 9,630.00 11,556.00 Perlengkapan 35.000 % 11,556.00 4,044.60


Jumlah Rp 21,239.60 Rp 21,230.00

I M' PIPA PVC TYPE AW dia. 1/2 "Bahan :

Pipa PVC tipe AW dia. 1/2 " 1.200 m' 5,350.00 6,420.00 Perlengkapan 35.000 % 6,420.00 2,247.00


Jumlah Rp 14,306.00 Rp 14,300.00

Gate Valve 10 Kg dia. 4"Bahan :

Gate Valve dia. 4 " 1.000 bh 481,500.00 481,500.00 Alat bantu 1.000 ls 168,525.00 168,525.00

Upah :Tukang pipa 0.300 hr 55,000.00 16,500.00 Kepala tukang pipa 0.300 hr 60,000.00 18,000.00 Mandor 0.200 hr 70,000.00 14,000.00

Jumlah Rp 698,525.00 Rp 698,520.00

Gate Valve 10 Kg dia. 2"Bahan :

Gate Valve dia. 2" 1.000 bh 321,000.00 321,000.00 Alat bantu 1.000 ls 112,350.00 112,350.00


Jumlah Rp 466,850.00 Rp 466,850.00



Gate Valve 10 Kg dia. 1 1/4"Bahan :

Gate Valve dia. 1 1/4" 1.000 bh 214,000.00 214,000.00 Alat bantu 1.000 ls 74,900.00 74,900.00


Jumlah Rp 322,400.00 Rp 322,400.00

Gate Valve 10 Kg dia. 3/4"Bahan :

Gate Valve dia. 3/4"" 1.000 bh 294,250.00 294,250.00 Alat bantu 1.000 ls 102,987.50 102,987.50


Jumlah Rp 430,737.50 Rp 430,730.00

Ball Valve 10 Kg dia. 1"Bahan :

Foot Valve Strainer dia. 1" 1.000 bh 187,250.00 187,250.00 Alat bantu 1.000 ls 65,537.50 65,537.50


Jumlah Rp 286,287.50 Rp 286,280.00




Jumlah Rp 539,075.00 Rp 539,070.00




Jumlah Rp 1,044,650.00 Rp 1,044,650.00



Flexibel Joint 10 Kg dia. 2"Bahan :



Jumlah Rp 539,075.00 Rp 539,070.00

Check Valve 10 Kg dia. 2"Bahan :

Check Valve dia. 2" 1.000 bh 374,500.00 374,500.00 Alat bantu 1.000 ls 131,075.00 131,075.00


Jumlah Rp 539,075.00 Rp 539,070.00

Foot Valve Strainer 10 Kg dia. 2"Bahan :



Jumlah Rp 539,075.00 Rp 539,070.00

Gate Valve 10 Kg dia. 2" bronzeBahan :

Gate Valve dia. 2" 1.000 bh 321,000.00 321,000.00 Alat bantu 1.000 ls 112,350.00 112,350.00


Jumlah Rp 466,850.00 Rp 466,850.00

1 unit ROOF DRAIN Dia. 5''Bahan :

Roof Drain Dia. 125 (5") 1.000 bh 155,150.00 155,150.00 Alat bantu 1.000 ls 54,302.50 54,302.50

Upah :Tukang batu 0.150 hr 55,000.00 8,250.00 Kepala tukang batu 0.030 hr 60,000.00 1,800.00

Jumlah Rp 219,502.50 Rp 219,500.00



1 unit ROOF DRAIN Dia. 80 (3")Bahan :

Roof Drain Dia. 80 (3") 1.000 bh 66,875.00 66,875.00 Alat bantu 1.000 ls 23,406.25 23,406.25

Upah :Tukang batu 0.150 hr 55,000.00 8,250.00 Kepala tukang batu 0.030 hr 60,000.00 1,800.00

Jumlah Rp 100,331.25 Rp 100,330.00

AC SPLIT WALL MOUNTED 0,5 PKBahan :

Split Wall Mounted 0,5 PK 1.000 bh 2,675,000.00 2,675,000.00 Alat bantu 1.000 ls 936,250.00 936,250.00

Upah :Tukang AC 0.750 hr 55,000.00 41,250.00 Pembantu Tukang AC 0.750 hr 47,000.00 35,250.00 Mandor 0.750 hr 70,000.00 52,500.00

Jumlah Rp 3,740,250.00 Rp 3,740,250.00

AC SPLIT WALL MOUNTED 0,75 PKBahan :

Split Wall Mounted 0,75 PK 1.000 bh 3,424,000.00 3,424,000.00 Alat bantu 1.000 ls 1,198,400.00 1,198,400.00


Jumlah Rp 4,751,400.00 Rp 4,751,400.00

AC SPLIT WALL MOUNTED 1 PKBahan :

Split Wall Mounted 1 PK 1.000 bh 4,280,000.00 4,280,000.00 Alat bantu 1.000 ls 1,498,000.00 1,498,000.00


Jumlah Rp 5,907,000.00 Rp 5,907,000.00

AC SPLIT WALL MOUNTED 2 PKBahan :

Split Wall Mounted 2 PK 1.000 bh 5,992,000.00 5,992,000.00 Alat bantu 1.000 ls 2,097,200.00 2,097,200.00


Jumlah Rp 8,218,200.00 Rp 8,218,200.00



AC CEILLING MOUNTED CASSETTE 22.000 BTU/HBahan :

Ceilling Mounted cassette 22.000 Btu/h 1.000 bh 4,815,000.00 4,815,000.00 Alat bantu 1.000 ls 1,685,250.00 1,685,250.00


Jumlah Rp 6,672,250.00 Rp 6,672,250.00

EXHAUST FAN TYPE CEILLING 100 CFMBahan :

EF-Type ceilling 100 CFM 1.000 bh 2,354,000.00 2,354,000.00 Alat bantu 1.000 ls 823,900.00 823,900.00


Jumlah Rp 3,212,300.00 Rp 3,212,300.00

EXHAUST FAN TYPE CEILLING 50 CFMBahan :

EF-Type ceilling 50 CFM 1.000 bh 1,498,000.00 1,498,000.00 Alat bantu 1.000 ls 524,300.00 524,300.00


Jumlah Rp 2,056,700.00 Rp 2,056,700.00

EXHAUST FAN TYPE WALL MOUNT 500 CFMBahan :

EF-Type Wall Mount 500 CFM 1.000 bh 3,210,000.00 3,210,000.00 Alat bantu 1.000 ls 1,123,500.00 1,123,500.00


Jumlah Rp 4,367,900.00 Rp 4,367,900.00

PEMIPAAN DRAINBahan :

Pipa PVC Aw 1" 1.000 m' 15,000.00 15,000.00 Isolasi 1.000 m' 2,000.00 2,000.00 Fitting 1.000 bh 3,000.00 3,000.00 Material Bantu 1.000 ls 5,250.00 5,250.00

Upah :Mandor 0.050 hr 70,000.00 3,500.00 Tukang listrik 0.100 hr 55,000.00 5,500.00 Pembantu tukang listrik 0.100 hr 47,000.00 4,700.00

Jumlah Rp 38,950.00 Rp 38,950.00



PEMASANGAN CYCLONE TURBINBahan :

Cyclone Turbine Ventilator 1.000 set 450,000.00 450,000.00 Bahan : Stainless Steel Bearing : Full Stainless Steel Diameter : 75 cm (30") Dimensi : 120 x 100 x 100 Berat : 13,5 Kg s/d 19,5 Kg Kapasitas Hisap : 117,75 m3 / menit

Upah :Biaya pemasangan 35.000 % 450,000.00 157,500.00

Jumlah Rp 607,500.00 Rp 607,500.00

UPAH dan HARGA MATERIAL_halaman 27 dari 66

UPAH DAN HARGA MATERIAL

NO URAIAN SATUAN

UPAH PEKERJA

1 Pekerja Terampil Hr 47,000.00

2 Tukang kayu Hr 55,000.00

3 Tukang Cat Hr 55,000.00

4 Tukang batu Hr 55,000.00

5 Tukang besi Hr 55,000.00

6 Kepala tukang Hr 60,000.00

7 Mandor Hr 70,000.00

MATERIAL BAHAN DASAR

1 Sirtu m3 70,000.00

2 Pasir Urug m3 85,000.00

3 Pasir Pasang/cor m3 125,000.00

4 Tanah Urug m3 80,000.00

5 Batu Pecah Mesin/Stenslah 1/2 m3 152,500.00

6 Batu Merah klas 1 bj 408.00

7 Portland Cement (PC) @ 40 kg zak 45,900.00

dalam satuan kg 1,147.50

8 Portland Cement (PC) @ 50 kg zak 57,375.00

dalam satuan kg 1,147.50

9 Portland Cement (Type 3) @ 40 kg zak 45,900.00

10 Besi Beton kg 8,262.00

11 Besi Plat Strip kg 9,690.00

12 Kawat Beton/ Bendrat kg 12,750.00

13 Wiremesh M5-150 kg 10,710.00

14 Paku kayu 2-5" kg 12,240.00

15 Air ltr 510.00

MATERIAL CAT

1 Cat meni kayu/besi kg 28,050.00

2 Cat besi/kayu kg 45,900.00

3 Minyak cat meni ltr 28,050.00

4 Minyak bekisting ltr 7,650.00

5 Minyak solar ltr 4,590.00

6 Minyak pelumas ltr 5,610.00

7 Teer kg 4,590.00

8 Dempul besi kg 28,050.00

9 Kertas gosok halus lbr 3,570.00

10 Kertas gosok kasar lbr 3,060.00

11 Kuas bh 5,100.00

12 Sealent klg 4,080.00

13 Waterstop 250 mm' m1 30,600.00

MATERIAL BESI DAN ALLUMINIUM

1 Elektroda baja kg 20,000.00

2 Kawat las kg 20,000.00

3 Besi plat bordes kg 9,500.00

4 Besi Profil kg 9,690.00

5 Skrup/ ripet bh 2,500.00

6 Hollow 4 x 4 cm m1 9,180.00

7 Besi Profil WF ≥ 200 mm kg 9,690.00

8 Besi Kanal C 125.50.20.2,3 kg 9,690.00

9 Besi Plat Landasan / Simpul kg 9,500.00

10 Baut HTB Ø 10 mm, Panjang = 15 cm bh 10,200.00

11 Baut HTB Ø 16 mm, Panjang = 15 cm bh 15,300.00

12 Baut Angker Ø 22, Panjang = 30 cm bh 20,400.00

13 Pipa Besi STK Ø 2,5" m' 153,000.00

14 Pipa Besi STK Ø 3" m' 178,500.00

15 Pipa Besi STK Ø 4" m' 204,000.00

16 Pipa Besi STK Ø 6" m' 306,000.00

17 Pipa Besi STK Ø 8" m' 408,000.00

HARGA DIPAKAIRp.

UPAH dan HARGA MATERIAL_halaman 28 dari 66

NO URAIAN SATUAN HARGA DIPAKAIRp.

MATERIAL KAYU

1 Kayu papan meranti (3/10) m3 3,000,000.00

2 Kayu balok meranti (6/12) m3 3,000,000.00

3 Kayu Papan (bekisting 2/20 ) m3 2,000,000.00

4 Kayu usuk meranti (5/7) m3 3,000,000.00

5 Kayu kamper ( balok 6/12 ) m3 5,500,000.00

6 Kayu kamper (usuk 4/6 ) m3 5,000,000.00

7 Kayu kamper ( reng 3/5 ) m3 5,000,000.00

8 Kayu kamper (papan) m3 6,000,000.00

9 Dolken kayu gelam btg 15,300.00

10 Plywood tebal 9 mm lbr 117,300.00

SEWA PERALATAN

1 Welding set (min 5 jam) jm 25,000.00

MATERIAL KHUSUS

1 Tiang Pancang 25 x 25 cm (terpasang) m1 255,000.00

Analisa Beton_Hal. 29 dari 66

ANALISA BETON BERTULANG_BANGUNAN UTAMA 01.

KOMPONEN HARGA SATUAN BETON POER 240 x 80 x 60 (PC1) BETON POER 150 x 80 x 60 (PC2) BETON POER 150 x 150 x 60 (PC3) (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - m3 - m3 - Spesi beton K 225 833,423.00 m3 - m3 - m3 - Spesi beton K 300 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 Bekisting Poer 90,717.00 3.33 m2 302,390.00 3.83 m2 347,748.50 2.67 m2 241,912.00 Bekisting Sloof 98,701.00 m2 - m2 - m2 - Bekisting Kolom 183,494.00 m2 - m2 - m2 - Bekisting Balok 187,994.00 m2 - m2 - m2 - Bekisting Plat Lantai 301,821.00 m2 - m2 - m2 - Bekisting Plat Dinding 183,644.00 m2 - m2 - m2 - Bekisting Tangga 271,439.00 m2 - m2 - m2 - Besi Beton 10,327.00 133.00 kg 1,373,491.00 115.00 kg 1,187,605.00 89.00 kg 919,103.00 JUMLAH /m3 2,559,606.00 /m3 2,419,078.50 /m3 2,044,740.00

KOMPONEN HARGA SATUAN BETON POER 150 x 80 x 60 (PC4) BETON POER 60 x 60 x 50 (PC5) (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - m3 - m3 - Spesi beton K 225 833,423.00 m3 - m3 - m3 - Spesi beton K 300 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 m3 - Bekisting Poer 90,717.00 3.83 m2 347,748.50 6.67 m2 604,780.00 m2 - Bekisting Sloof 98,701.00 m2 - m2 - m2 - Bekisting Kolom 183,494.00 m2 - m2 - m2 - Bekisting Balok 187,994.00 m2 - m2 - m2 - Bekisting Plat Lantai 301,821.00 m2 - m2 - m2 - Bekisting Plat Dinding 183,644.00 m2 - m2 - m2 - Bekisting Tangga 271,439.00 m2 - m2 - m2 - Besi Beton 10,327.00 115.00 kg 1,187,605.00 99.00 kg 1,022,373.00 kg - JUMLAH /m3 2,419,078.50 /m3 2,510,878.00 /m3 -

KOMPONEN HARGA SATUAN BETON SLOOF 25/50 (TB1) BETON SLOOF 20/40 (TB2) BETON SLOOF 20/30 (TB3) (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - m3 - m3 - Spesi beton K 225 833,423.00 m3 - m3 - m3 - Spesi beton K 300 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 Bekisting Poer 90,717.00 m2 - m2 - m2 - Bekisting Sloof 98,701.00 8.00 m2 789,608.00 10.00 m2 987,010.00 10.00 m2 987,010.00 Bekisting Kolom 183,494.00 m2 - m2 - m2 - Bekisting Balok 187,994.00 m2 - m2 - m2 - Bekisting Plat Lantai 301,821.00 m2 - m2 - m2 - Bekisting Plat Dinding 183,644.00 m2 - m2 - m2 - Bekisting Tangga 271,439.00 m2 - m2 - m2 - Besi Beton 10,327.00 173.00 kg 1,786,571.00 163.00 kg 1,683,301.00 188.00 kg 1,941,476.00 JUMLAH /m3 3,459,904.00 /m3 3,554,036.00 /m3 3,812,211.00

KOMPONEN HARGA SATUAN BETON SLOOF 25/50 (TB4) BETON SLOOF 15/25 (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - m3 - m3 - Spesi beton K 225 833,423.00 m3 - m3 - m3 - Spesi beton K 300 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 m3 - Bekisting Poer 90,717.00 m2 - m2 - m2 - Bekisting Sloof 98,701.00 8.00 m2 789,608.00 13.33 m2 1,316,013.33 m2 - Bekisting Kolom 183,494.00 m2 - m2 - m2 - Bekisting Balok 187,994.00 m2 - m2 - m2 - Bekisting Plat Lantai 301,821.00 m2 - m2 - m2 - Bekisting Plat Dinding 183,644.00 m2 - m2 - m2 - Bekisting Tangga 271,439.00 m2 - m2 - m2 - Besi Beton 10,327.00 192.00 kg 1,982,784.00 92.00 kg 950,084.00 kg - JUMLAH /m3 3,656,117.00 /m3 3,149,822.33 /m3 -

KOMPONEN HARGA SATUAN BETON KOLOM DIA. 60 (K1) BETON KOLOM 50 x 50 (K2) BETON KOLOM 40 x 40 (K3) (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - m3 - m3 - Spesi beton K 225 833,423.00 m3 - m3 - m3 - Spesi beton K 300 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 Bekisting Poer 90,717.00 m2 - m2 - m2 - Bekisting Sloof 98,701.00 m2 - m2 - m2 - Bekisting Kolom 183,494.00 6.67 m2 1,223,293.33 8.00 m2 1,467,952.00 13.33 m2 2,446,586.67 Bekisting Balok 187,994.00 m2 - m2 - m2 - Bekisting Plat Lantai 301,821.00 m2 - m2 - m2 - Bekisting Plat Dinding 183,644.00 m2 - m2 - m2 - Bekisting Tangga 271,439.00 m2 - m2 - m2 - Besi Beton 10,327.00 111.32 kg 1,149,580.80 122.00 kg 1,259,894.00 145.00 kg 1,497,415.00 JUMLAH /m3 3,256,599.13 /m3 3,611,571.00 /m3 4,827,726.67


KOMPONEN HARGA SATUAN BETON KOLOM 15 x 15 (Kp1) BETON KOLOM 15 x 250 (Kp2) (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - m3 - m3 - Spesi beton K 225 833,423.00 1.00 m3 833,423.00 1.00 m3 833,423.00 m3 - Spesi beton K 300 883,725.00 m3 - m3 - m3 - Bekisting Poer 90,717.00 m2 - m2 - m2 - Bekisting Sloof 98,701.00 m2 - m2 - m2 - Bekisting Kolom 183,494.00 13.33 m2 2,446,586.67 10.00 m2 1,834,940.00 m2 - Bekisting Balok 187,994.00 m2 - m2 - m2 - Bekisting Plat Lantai 301,821.00 m2 - m2 - m2 - Bekisting Plat Dinding 183,644.00 m2 - m2 - m2 - Bekisting Tangga 271,439.00 m2 - m2 - m2 - Besi Beton 10,327.00 170.00 kg 1,755,590.00 178.00 kg 1,838,206.00 kg - JUMLAH /m3 5,035,599.67 /m3 4,506,569.00 /m3 -

KOMPONEN HARGA SATUAN BETON BALOK 30/55 (B1) BETON BALOK 25/45 (B2) BETON BALOK 20/30 (B3) (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - m3 - m3 - Spesi beton K 225 833,423.00 m3 - m3 - m3 - Spesi beton K 300 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 Bekisting Poer 90,717.00 m2 - m2 - m2 - Bekisting Sloof 98,701.00 m2 - m2 - m2 - Bekisting Kolom 183,494.00 m2 - m2 - m2 - Bekisting Balok 187,994.00 7.03 m2 1,321,654.79 8.09 m2 1,520,662.58 9.33 m2 1,754,610.67 Bekisting Plat Lantai 301,821.00 m2 - m2 - m2 - Bekisting Plat Dinding 183,644.00 m2 - m2 - m2 - Bekisting Tangga 271,439.00 m2 - m2 - m2 - Besi Beton 10,327.00 224.00 kg 2,313,248.00 160.00 kg 1,652,320.00 129.00 kg 1,332,183.00 JUMLAH /m3 4,518,627.79 /m3 4,056,707.58 /m3 3,970,518.67

KOMPONEN HARGA SATUAN BETON BALOK 30/60 (B4) BETON BALOK 15/20 (B5) BETON BALOK 15/15 (B6 / BL1) (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - m3 - m3 - Spesi beton K 225 833,423.00 m3 - 1.00 m3 833,423.00 1.00 m3 833,423.00 Spesi beton K 300 883,725.00 1.00 m3 883,725.00 m3 - m3 - Bekisting Poer 90,717.00 m2 - m2 - m2 - Bekisting Sloof 98,701.00 m2 - m2 - m2 - Bekisting Kolom 183,494.00 m2 - m2 - m2 - Bekisting Balok 187,994.00 7.00 m2 1,315,958.00 10.33 m2 1,942,604.67 9.33 m2 1,754,610.67 Bekisting Plat Lantai 301,821.00 m2 - m2 - m2 - Bekisting Plat Dinding 183,644.00 m2 - m2 - m2 - Bekisting Tangga 271,439.00 m2 - m2 - m2 - Besi Beton 10,327.00 191.00 kg 1,972,457.00 111.00 kg 1,146,297.00 143.00 kg 1,476,761.00 JUMLAH /m3 4,172,140.00 /m3 3,922,324.67 /m3 4,064,794.67

KOMPONEN HARGA SATUAN BETON PLAT LANTAI T = 12 cm BETON PLAT LT. DASAR T = 15 cm BETON PLAT LANTAI T = 10 cm (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - m3 - m3 - Spesi beton K 225 833,423.00 m3 - m3 - m3 - Spesi beton K 300 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 Bekisting Poer 90,717.00 m2 - m2 - m2 - Bekisting Sloof 98,701.00 m2 - m2 - m2 - Bekisting Kolom 183,494.00 m2 - m2 - m2 - Bekisting Balok 187,994.00 m2 - m2 - m2 - Bekisting Plat Lantai 301,821.00 8.33 m2 2,515,175.00 1.55 m2 467,579.08 10.00 m2 3,018,210.00 Bekisting Plat Dinding 183,644.00 m2 - m2 - m2 - Bekisting Tangga 271,439.00 m2 - m2 - m2 - Besi Beton 10,327.00 117.00 kg 1,208,259.00 111.00 kg 1,146,297.00 57.00 kg 588,639.00 JUMLAH /m3 4,607,159.00 /m3 2,497,601.08 /m3 4,490,574.00

KOMPONEN HARGA SATUAN BETON PLAT LT. DASAR T = 10 cm BETON PLAT DINDING WIREMESH BETON PLAT LT. DASAR T = 25 cm (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - m3 - m3 - Spesi beton K 225 833,423.00 m3 - m3 - m3 - Spesi beton K 300 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 1.00 m3 883,725.00 Bekisting Poer 90,717.00 m2 - m2 - m2 - Bekisting Sloof 98,701.00 m2 - m2 - m2 - Bekisting Kolom 183,494.00 m2 - m2 - m2 - Bekisting Balok 187,994.00 m2 - m2 - m2 - Bekisting Plat Lantai 301,821.00 1.90 m2 572,665.08 m2 - 2.40 m2 724,370.40 Bekisting Plat Dinding 183,644.00 m2 - 20.00 m2 3,672,880.00 m2 - Bekisting Tangga 271,439.00 m2 - m2 - m2 - Besi Beton 10,327.00 53.00 kg 547,331.00 kg - 89.00 kg 919,103.00 Besi Beton Wiremesh 10,710.00 kg - 42.00 kg 449,820.00 kg - JUMLAH /m3 2,003,721.08 /m3 5,006,425.00 /m3 2,527,198.40


KOMPONEN HARGA SATUAN BETON PLAT LT.WIREMESH T=10cm BETON PLAT LANTAI KERJA BETON TANGGA (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - 1.00 m3 735,800.00 m3 - Spesi beton K 225 833,423.00 m3 - m3 - m3 - Spesi beton K 300 883,725.00 1.00 m3 883,725.00 m3 - 1.00 m3 883,725.00 Bekisting Poer 90,717.00 m2 - m2 - m2 - Bekisting Sloof 98,701.00 m2 - m2 - m2 - Bekisting Kolom 183,494.00 m2 - m2 - m2 - Bekisting Balok 187,994.00 m2 - m2 - m2 - Bekisting Plat Lantai 301,821.00 1.90 m2 572,665.08 m2 - m2 - Bekisting Plat Dinding 183,644.00 m2 - m2 - m2 - Bekisting Tangga 271,439.00 m2 - m2 - 8.67 m2 2,353,376.13 Besi Beton 10,327.00 kg - kg - 205.00 kg 2,117,035.00 Besi Beton Wiremesh 10,710.00 21.00 kg 224,910.00 kg - kg - JUMLAH /m3 1,681,300.08 /m3 735,800.00 /m3 5,354,136.13

KOMPONEN HARGA SATUAN BETON TUTUP SALURAN T=80cm (Rp.) Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga Volume/Satuan Jumlah Harga

Spesi beton K 125 735,800.00 m3 - m3 - m3 - Spesi beton K 225 833,423.00 1.00 m3 833,423.00 m3 - m3 - Spesi beton K 300 883,725.00 m3 - m3 - m3 - Bekisting Poer 90,717.00 m2 - m2 - m2 - Bekisting Sloof 98,701.00 m2 - m2 - m2 - Bekisting Kolom 183,494.00 m2 - m2 - m2 - Bekisting Balok 187,994.00 m2 - m2 - m2 - Bekisting Plat Lantai 301,821.00 1.41 m2 426,839.35 m2 - m2 - Bekisting Plat Dinding 183,644.00 m2 - m2 - m2 - Bekisting Tangga 271,439.00 m2 - m2 - m2 - Besi Beton 10,327.00 kg - kg - kg - Besi Beton Wiremesh 10,710.00 26.00 kg 278,460.00 kg - kg - JUMLAH /m3 1,538,722.35 /m3 - /m3 -

Analisa Pekerjaan Struktur_Hal. 32 dari 66

ANALISA BIAYA KONSTRUKSI (ABK)

NO. JENIS PEKERJAAN SAT. INDEKSHARGA SAT. JUMLAH

HSPK (Rp.) (Rp.)

PEK. TANAH1 1 m3 - Galian tanah biasa, 1 meter

A.SNI'08 a. Tenaga : - Pekerja OH 0.950 47,000.00 44,650.00 - Mandor OH 0.055 70,000.00 3,850.00

m3 - Galian tanah biasa, 1 meter Total HSP Rp 48,500.00

2 1 m3 - Galian tanah biasa, 3 meterA.SNI'08 a. Tenaga : - Pekerja OH 1.725 47,000.00 81,075.00

- Mandor OH 0.072 70,000.00 5,040.00


3 1 m3 - Urugan pasirA.SNI'08 a. Bahan : - Pasir urug m3 1.200 85,000.00 102,000.00 Rp 102,000.00

b. Tenaga : - Pekerja OH 0.525 47,000.00 24,675.00 - Mandor OH 0.110 70,000.00 7,700.00 Rp 32,375.00

m3 - Urugan pasir Total HSP Rp 134,375.00

4 1 m3 - Urugan sirtuA.SNI'08 a. Bahan : - Sirtu m3 1.200 70,000.00 84,000.00 Rp 84,000.00


m3 - Urugan sirtu Total HSP Rp 114,865.00

5 1 m3 - Urugan tanahT.SNI'07 a. Bahan : - Tanah urug m3 1.200 80,000.00 96,000.00 Rp 96,000.00 urug pasir


m3 - Urugan tanah Total HSP Rp 130,694.00

6 1 m3 - Urugan tanah kembaliA.SNI'07 a. Tenaga : - Pekerja OH 0.250 47,000.00 11,750.00

- Mandor OH 0.125 70,000.00 8,750.00

m3 - Urugan tanah kembali Total HSP Rp 20,500.00

7 1 m3 - Pemadatan tanah (per 20 cm ketebalan)A.SNI'08 a. Tenaga : - Pekerja OH 0.500 47,000.00 23,500.00

- Mandor OH 0.125 70,000.00 8,750.00

m3 - Pemadatan tanah (per 20 cm ketebalan) Total HSP Rp 32,250.00

8 1 m3 - Pembuangan tanahA.SNI'08 a. Tenaga : - Pekerja OH 0.330 47,000.00 15,510.00

- Mandor OH 0.010 70,000.00 700.00

m3 - Pembuangan tanah Total HSP Rp 16,210.00

PEK. BETON BERTULANG1 1 m3 - Campuran beton K-125

A.SNI'08 a. Bahan : - Semen / PC (50 kg) zak 5.5200 57,375.00 316,710.00 - Pasir beton m3 0.6000 125,000.00 75,000.00 - Koral beton m3 0.7000 152,500.00 106,750.00 - Air ltr 215.0000 510.00 109,650.00 Rp 608,110.00

b. Tenaga : - Pekerja OH 1.965 47,000.00 92,355.00 - Tukang batu OH 0.455 55,000.00 25,025.00 - Kepala tukang OH 0.075 60,000.00 4,500.00 - Mandor OH 0.083 70,000.00 5,810.00 Rp 127,690.00

m3 - Campuran beton K-125 Total HSP Rp 735,800.00



HSPK (Rp.) (Rp.)

2 1 m3 - Campuran beton K-225A.SNI'08 a. Bahan : - Semen / PC (50 kg) zak 7.4200 57,375.00 425,722.50

- Pasir beton m3 0.5250 125,000.00 65,625.00 - Koral beton m3 0.6500 152,500.00 99,125.00 - Air ltr 215.0000 510.00 109,650.00 Rp 700,122.50



3 1 m3 - Campuran beton K-300A.SNI'08 a. Bahan : - Semen / PC (50 kg) zak 8.2600 57,375.00 473,917.50




4 1 m3 - Grouting Pasta (Beton Mutu tinggi)A.SNI'08 a. Bahan : - Semen / PC-type 3 (40 kg) zak 10.325 57,375.00 592,396.88



m3 - Grouting Pasta (Beton Mutu tinggi) Total HSP Rp 994,034.00

5 1 kg - Pembesian beton, besi polos/ulirA.SNI'08 a. Bahan : - Besi beton kg 1.050 8,262.00 8,675.10

- Bendrat kg 0.015 12,750.00 191.25 Rp 8,866.35

b. Tenaga : - Pekerja OH 0.018 47,000.00 822.50 - Tukang besi OH 0.010 55,000.00 550.00 - Kepala tukang OH 0.0010 60,000.00 60.00 - Mandor OH 0.0004 70,000.00 28.00 Rp 1,460.50

kg - Pembesian beton, besi polos/ulir Total HSP Rp 10,327.00

6 1 m2 - WiremeshT.SNI'08 a. Bahan : - Wiremesh M5-150 kg 2.060 10,710.00 22,062.60 Rp 22,062.60

b. Tenaga : - Pekerja % 10.000 55,000.00 5,500.00 Rp 5,500.00

m2 - Wiremesh Total HSP Rp 27,563.00

7 1 m2 - Bekisting poer_3 x PakaiA.SNI'08 a. Bahan : - Kayu acuan (meranti) m3 0.013 3,000,000.00 40,000.00

- Paku kg 0.300 12,240.00 3,672.00 - Minyak bekisting ltr 0.100 7,650.00 765.00 44,437.00

b. Tenaga : - Pekerja OH 0.520 55,000.00 28,600.00 - Tukang kayu OH 0.260 55,000.00 14,300.00 - Kepala tukang OH 0.026 60,000.00 1,560.00 - Mandor OH 0.026 70,000.00 1,820.00 Rp 46,280.00

m2 - Bekisting poer_3 x Pakai Total HSP Rp 90,717.00

8 1 m2 - Bekisting sloof_3 x pakaiA.SNI'08 a. Bahan : - Kayu acuan (meranti) m3 0.015 3,000,000.00 45,000.00

- Paku kg 0.450 12,240.00 5,508.00 - Minyak bekisting ltr 0.250 7,650.00 1,912.50 Rp 52,420.50


m2 - Bekisting sloof_3 x pakai Total HSP Rp 98,701.00



HSPK (Rp.) (Rp.)

9 1 m2 - Bekisting kolom_2 x pakaiA.SNI'08 a. Bahan : - Kayu acuan (meranti) m3 0.020 3,000,000.00 60,000.00

- Kayu balok meranti m3 0.008 3,000,000.00 22,500.00 - Paku kg 0.400 12,240.00 4,896.00 - Plywood lbr 0.175 117,300.00 20,527.50 - Minyak bekisting ltr 0.200 7,650.00 1,530.00 - Dolken kayu gelam btg 1.000 15,300.00 15,300.00 124,753.50


m2 - Bekisting kolom_2 x pakai Total HSP Rp 183,494.00

10 1 m2 - Bekisting balok_2 x pakaiA.SNI'08 a. Bahan : - Kayu acuan (meranti) m3 0.020 3,000,000.00 60,000.00



m2 - Bekisting balok_2 x pakai Total HSP Rp 187,994.00

11 1 m2 - Bekisting plat lantaiA.SNI'08 a. Bahan : - Kayu acuan (meranti) m3 0.040 3,000,000.00 120,000.00



m2 - Bekisting plat lantai Total HSP Rp 301,821.00

12 1 m2 - Bekisting plat dinding_2 x pakaiA.SNI'08 a. Bahan : - Kayu acuan (meranti) m3 0.015 3,000,000.00 45,000.00



m2 - Bekisting plat dinding_2 x pakai Total HSP Rp 183,644.00

13 1 m2 - Bekisting tanggaA.SNI'08 a. Bahan : - Kayu acuan (meranti) m3 0.030 3,000,000.00 90,000.00



m2 - Bekisting tangga Total HSP Rp 271,439.00



HSPK (Rp.) (Rp.)

14 1 m1 - SealentA.SNI'08 a. Bahan : - Sealent m1 1.050 4,080.00 4,284.00 4,284.00

b. Tenaga : - Pekerja OH 0.080 55,000.00 4,400.00 - Tukang batu OH 0.040 55,000.00 2,200.00 - Kepala tukang OH 0.004 60,000.00 240.00 - Mandor OH 0.004 70,000.00 280.00 Rp 7,120.00

m1 - Sealent Total HSP Rp 11,404.00

PEK. BESI & BAJA1 1 kg - Besi profil

A.SNI'08 a. Bahan : - Besi profil kg 1.150 9,690.00 11,143.50 11,143.50

b. Tenaga : - Pekerja OH 0.060 55,000.00 3,300.00 - Tukang las OH 0.060 55,000.00 3,300.00 - Kepala tukang OH 0.006 60,000.00 360.00 - Mandor OH 0.003 70,000.00 210.00 Rp 7,170.00

kg - Besi profil Total HSP Rp 18,314.00

2 1 kg - Baja WF > 200A.SNI'08 a. Bahan : - Besi baja WF > 200 kg 1.150 9,690.00 11,143.50 11,143.50


kg - Baja WF > 200 Total HSP Rp 18,314.00

3 1 kg - Besi baja kanal Ca. Bahan : - Besi baja kanal C kg 1.150 9,690.00 11,143.50 11,143.50


kg - Besi baja kanal C Total HSP Rp 18,314.00

4 1 kg - Besi plat landasan / simpula. Bahan : - Besi plat landasan / simpul kg 1.150 9,500.00 10,925.00 10,925.00


kg - Besi plat landasan / simpul Total HSP Rp 18,095.00

5 1 kg - Ongkos Pasang Rel KA - R42a. Tenaga : - Pekerja OH 0.060 55,000.00 3,300.00

- Tukang las OH 0.060 55,000.00 3,300.00 - Kepala tukang OH 0.006 60,000.00 360.00 - Mandor OH 0.003 70,000.00 210.00 Rp 7,170.00

kg - Ongkos Pasang Rel KA - R42 Total HSP Rp 7,170.00

6 1 kg - Pembesian Grill, besi ulirA.SNI'08 a. Bahan : - Besi beton kg 1.050 8,262.00 8,675.10 Rp 8,675.10

b. Tenaga : - Pekerja OH 0.007 55,000.00 385.00 - Tukang besi OH 0.007 55,000.00 385.00 - Kepala tukang OH 0.0007 60,000.00 42.00 - Mandor OH 0.0004 70,000.00 28.00 Rp 840.00

kg - Pembesian Grill, besi ulir Total HSP Rp 9,515.00

7 1 m - Pemasangan pipa besi termasuk elektrodeHSPK a. Bahan : - Elektrode baja kg 0.006 20,000.00 120.00 Rp 120.00 SBY 10'

b. Sewa alat :- Sewa welding set (min 5 jam) OH 0.021 25,000.00 525.00 Rp 525.00

c. Tenaga : - Pekerja OH 0.028 55,000.00 1,540.00 - Tukang besi OH 0.060 55,000.00 3,300.00 - Mandor OH 0.002 70,000.00 140.00 Rp 4,980.00

m - Pemasangan pipa besi termasuk elektrode Total HSP Rp 5,625.00

B267

Rezqika_1: analisa RSU Haji Isoplant

B277

Rezqika_1: analisa RSU Haji Isoplant



HSPK (Rp.) (Rp.)

8 1HSPK a. Bahan : - m 1.0200 153,000.00 156,060.00 Rp 156,060.00 SBY 10'

b. Tenaga : - Ongkos kerja pemasangan m 3.1400 5,000.00 15,700.00 Rp 15,700.00

m - Besi Pipa STK Ø 2,5" Total HSP Rp 171,760.00



m - Besi Pipa STK Ø 3" Total HSP Rp 198,424.00










13 1- Baut bh 1.000 10,200.00 10,200.00

bh - Baut HTB Ø 10 mm, panjang 15 cm HSP Rp 10,200.00

14 1- Baut bh 1.000 15,300.00 15,300.00

bh - Baut HTB Ø 16 mm, panjang 15 cm HSP Rp 15,300.00

15 1 bh - Baut Angker Ø 22, Panjang = 30 cm- Baut bh 1.000 20,400.00 20,400.00

bh - Baut Angker Ø 22, Panjang = 30 cm HSP Rp 20,400.00

16 1 cm1 - Pengelasan dengan las listrikHSPK a. Bahan : - Electrode las kg 0.040 20,000.00 800.00 SBY 10' - Solar ltr 0.030 4,590.00 137.70

- Minyak pelumas ltr 0.004 5,610.00 22.44 960.14

b. Tenaga : - Pekerja OH 0.0040 55,000.00 220.00 - Tukang besi OH 0.0020 55,000.00 110.00 - Kepala tukang OH 0.0002 60,000.00 12.00 - Mandor OH 0.0002 70,000.00 14.00 Rp 356.00

cm1 - Pengelasan dengan las listrik Total HSP Rp 1,316.00

17 1 m2 - Meni besiHSPK a. Bahan : - Cat meni (kayu/besi) kg 0.100 28,050.00 2,805.00 SBY 10' - kuas bh 0.010 5,100.00 51.00 2,856.00

b. Tenaga : - Pekerja OH 0.020 55,000.00 1,100.00 - Tukang besi OH 0.200 55,000.00 11,000.00 - Kepala tukang OH 0.020 60,000.00 1,200.00 - Mandor OH 0.010 70,000.00 700.00 Rp 14,000.00

m2 - Meni besi Total HSP Rp 16,856.00

m - Besi Pipa STK Ø 2,5"Besi Pipa Besi STK Ø 2,5"

m - Besi Pipa STK Ø 3"Besi Pipa Besi STK Ø 3"




bh - Baut HTB Ø 10 mm, panjang 15 cm

bh - Baut HTB Ø 16 mm, panjang 15 cm

BoQ Struktur_Hal. 37 dari 66

BILL OF QUANTITYKegiatan #REF!Lokasi #REF!TA. #REF!

NO JENIS PEKERJAAN VOLUME SATUAN HARGA JUMLAH(Rp) (Rp)

II. PEKERJAAN STRUKTURAL

2.1 PEKERJAAN OFFICE

A PEKERJAAN BETON BERTULANG

1 Tiang Pancang 25 x 25 cm, @ Panjang 12 m' 984.00 m' 200,000.00 196,800,000.00

2 Poer 1,5 m x 0,8 m x 0,6 m (PC2) 20.88 m³ 2,419,078.50 50,510,359.08

3 Poer 1,5 m x 1,5 m x 0,6 m (PC3) 8.10 m³ 2,044,740.00 16,562,394.00

4 Tie Beam 25/50 (TB1) 36.23 m³ 3,459,904.00 125,335,541.39

5 Tie Beam 20/40 (TB2) 3.50 m³ 3,554,036.00 12,453,342.14

6 Tie Beam 20/30 (TB3) 3.33 m³ 3,812,211.00 12,694,662.63

7 Plat Lantai Kerja t: 5 cm (dibawah Tie Beam & Poer) 6.52 m³ 735,800.00 4,795,955.44

8 Plat Lantai Kerja t: 5 cm (di bawah Lantai Dasar) 26.26 m³ 833,423.00 21,884,854.56

9 Kolom Ø 60 cm (K1) 95.92 m³ 3,256,599.13 312,362,753.46

10 Kolom 15 x 15 cm (KP1) Lt.1 2.59 m³ 5,035,599.67 13,052,274.34

11 Kolom 15 x 15 cm (KP1) Lt.2 1.55 m³ 5,035,599.67 7,817,768.48

12 Balok 15/15 (BL1) elv.+ 2,90 m 2.23 m³ 4,064,794.67 9,070,856.56

13 Balok 30/55 (B1) elv.+ 3,45 m 49.74 m³ 4,518,627.79 224,775,524.41

14 Balok 25/45 (B2) elv.+ 3,45 m 26.60 m³ 4,056,707.58 107,915,520.81

15 Balok 20/30 (B3) elv.+ 3,45 m 0.42 m³ 3,970,518.67 1,667,617.84

16 Balok 15/15 (BL1) elv.+ 6,40 m 2.46 m³ 4,064,794.67 10,000,388.72

17 Balok 30/55 (B1) elv.+ 6.95 m 49.74 m³ 4,518,627.79 224,775,524.41

18 Balok 25/45 (B2) elv.+ 6,95 m 26.26 m³ 4,056,707.58 106,546,382.00

19 Pelat t: 12 cm elv. + 3.45 m 77.86 m³ 4,607,159.00 358,715,979.75

20 Pelat t: 12 cm elv. + 6.95 m 81.90 m³ 4,607,159.00 377,305,258.17

21 Beton Tangga Utama 2.66 m³ 5,354,136.13 14,242,002.11

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

2,209,284,960.28

B PEKERJAAN GALIAN & URUGAN TANAH

1 Galian Tanah 232.55 m³ 48,500.00 11,278,766.67

2 Urugan Pasir bawah Lt. kerja Lt.Dasar t = 10 cm 56.32 m³ 134,375.00 7,568,403.12

3 Urugan Pasir bawah Lt. Kerja Poer / Pilecap t = 10 cm 4.83 m³ 134,375.00 649,031.25

4 Urugan Pasir bawah Lt. Kerja Sloof / Tie Beam t = 10 cm 4.83 m³ 134,375.00 649,031.25

5 Urugan Tanah Kembali 69.77 m³ 20,500.00 1,430,194.12

6 Pembuangan Tanah 162.79 m³ 16,210.00 2,638,766.30

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

24,214,192.71

2.2 PEKERJAAN WORKSHOP


1 Tiang Pancang 25 x 25 cm, @ Panjang 10 m' 1,230.00 m' 200,000.00 246,000,000.00

2 Poer 2,4 m x 0,8 m x 0,6 m (PC1) 38.02 m³ 2,559,606.00 97,305,981.70

3 Poer 1,5 m x 1,5 m x 0,6 m (PC3) 2.70 m³ 2,044,740.00 5,520,798.00

4 Poer 0,6 m x 0,6 m x 0,5 m (PC5) 2.88 m³ 2,510,878.00 7,231,328.64

5 Tie Beam 25/50 (TB1) 23.08 m³ 3,459,904.00 79,837,284.80

6 Tie Beam 20/40 (TB2) 21.06 m³ 3,554,036.00 74,850,841.39



9 Plat Lantai Dasar t = 15 cm 365.16 m³ 2,497,601.08 912,033,489.72



10 Kolom Ø 60 cm (K1) 83.71 m³ 3,256,599.13 272,615,030.63

11 Kolom 30 x 30 cm (K3) 14.67 m³ 4,827,726.67 70,822,750.20

12 Kolom 15 x 20 cm (KP2) Lt.1 6.93 m³ 4,506,569.00 31,250,802.73

13 Kolom 15 x 20 cm (KP2) Lt.2 6.62 m³ 4,506,569.00 29,851,513.06

14 Balok 15/15 (BL1) elv.+ 3,50 m 0.64 m³ 4,064,794.67 2,615,695.37

15 Balok 15/15 (BL1) elv.+ 5,54 m 3.78 m³ 4,064,794.67 15,364,923.84

16 Balok 25/45 (B2) elv.+ 5,65 m 3.91 m³ 4,056,707.58 15,882,010.17

17 Balok 20/30 (B3) elv.+ 5,65 m 1.22 m³ 3,970,518.67 4,860,867.77

18 Balok 25/45 (B2) elv.+ 6,55 m 20.77 m³ 4,056,707.58 84,247,674.62

19 Balok 15/20 (B5) elv.+ 6,55 m 8.27 m³ 3,922,324.67 32,435,663.83

20 Balok 15/15 (B6) elv.+ 6,55 m 1.24 m³ 4,064,794.67 5,048,474.98

21 Balok 25/45 (B2) elv.+ 13,75 m 1.35 m³ 4,056,707.58 5,476,555.23

22 Pelat t: 10 cm elv. + 6.55 m 22.61 m³ 4,490,574.00 101,531,339.27

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

2,195,456,876.67


1 Galian Tanah 843.35 m³ 48,500.00 40,902,353.27



4 Urugan Pasir bawah Lt. Kerja Sloof / Tie Beam t = 10 cm 9.88 m³ 134,375.00 1,327,651.88



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

89,360,263.02

2.3 PEKERJAAN INSPECTION PIT


1 Tiang Pancang 25 x 25 cm, @ Panjang 10 m' 300.00 m' 200,000.00 60,000,000.00

2 Poer 0,6 m x 0,6 m x 0,5 m (PC5) 5.40 m³ 2,510,878.00 13,558,741.20

3 Tie Beam 20/30 (TB3) 4.35 m³ 3,812,211.00 16,583,117.85

4 Tie Beam 15/25 2.52 m³ 3,149,822.33 7,949,364.11




8 Kolom Pedestal 40 x 40 cm (K3) 5.90 m³ 4,827,726.67 28,502,898.24

9 Kolom 15 x 20 cm (KP2) 1.09 m³ 4,506,569.00 4,907,653.64

10 Pelat Dinding t: 10 cm 11.85 m³ 5,006,425.00 59,340,772.53

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

218,301,614.58


1 Galian Tanah 245.64 m³ 48,500.00 11,913,313.99



4 Urugan Pasir bawah Lt. Kerja Sloof / Tie Beam t = 10 cm 1.45 m³ 134,375.00 194,843.75

5 Urugan Tanah Kembali 24.56 m³ 20,500.00 503,552.45


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

17,764,725.04



C PEKERJAAN BAJA

1 Baja WF 400.200.8.13 3,960.00 kg 18,314.00 72,523,440.00

2 Baja WF 250.125.6.9 444.50 kg 18,314.00 8,140,573.00

3 Vutte / Pot. Baja WF 110.11 kg 18,314.00 2,016,600.33

4 Stiffener Plat / Pengaku WF t:10mm 413.60 kg 18,314.00 7,574,613.17

5 Plat Plendes t.12mm 452.16 kg 18,095.00 8,181,835.20

6 Angker Ø 22mm, P : 300mm 120.00 bh 20,400.00 2,448,000.00

7 Grouting t.20mm 0.10 m³ 994,034.00 95,427.26

8 Las, t : 6 mm 224.40 cm' 1,316.00 295,310.40

9 Cat Meni Besi 60.00 m2 16,856.00 1,011,360.00

10 1,500.00 kg 7,170.00 10,755,000.00

11 Baja Pengait Rel KA ke Landasan (Kanan - Kiri) 101.00 bh 47,500.00 4,797,500.00

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

117,839,659.36

2.4 PEKERJAAN REL KERETA API




3 Sealend 712.40 m' 11,404.00 8,124,186.79

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

666,729,887.78


1 Galian Tanah 353.49 m³ 48,500.00 17,144,178.01




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

34,679,349.28

C PEKERJAAN BAJA

1 17,619.95 kg 7,170.00 126,335,041.50

2 Baja Plendes Rel KA t:10 mm 1,752.12 kg 18,095.00 31,704,611.40

3 Baja Pengait Rel KA ke Landasan (Kanan - Kiri) 1,184.00 bh 47,500.00 56,240,000.00

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

214,279,652.90

2.5 PEKERJAAN CRANE




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

31,486,234.99


1 Galian Tanah 35.87 m³ 48,500.00 1,739,678.51

2 Urugan Pasir bawah Lt. kerja Lt.Dasar t = 10 cm 5.21 m³ 134,375.00 699,986.25


4 Pembuangan Tanah 25.11 m³ 16,210.00 407,013.03

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

3,067,276.20

Baja Rel KA - R25 (Kanan - Kiri) _ Ongkos Pasang Saja, Material By Owner

Baja Rel KA - R25 (Kanan - Kiri) _ Ongkos Pasang Saja, Material By Owner



C PEKERJAAN BAJA

1 1,000.00 kg 7,170.00 7,170,000.00

2 Baja Plendes Rel KA t:10 mm 320.28 kg 18,095.00 5,795,466.60

3 Baja Pengait Rel KA ke Landasan (Kanan - Kiri) 136.00 bh 47,500.00 6,460,000.00

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

19,425,466.60

2.6 PEKERJAAN PIT CABLE CRANE




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

6,621,304.55


1 Galian Tanah 18.81 m³ 48,500.00 912,042.50

2 Urugan Pasir bawah Lt. kerja Lt.Dasar t = 10 cm 3.08 m³ 134,375.00 413,203.13


4 Pembuangan Tanah 13.16 m³ 16,210.00 213,380.34

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

1,654,276.71

2.7 PEKERJAAN SALURAN


1 Plat Lantai Kerja t: 5 cm (di bawah Saluran) 7.38 m³ 833,423.00 6,147,328.05

2 Plat Saluran t = 10 cm 24.49 m³ 2,003,721.08 49,067,763.08

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

55,215,091.13


1 Galian Tanah 116.69 m³ 48,500.00 5,659,383.52

2 Urugan Pasir bawah Lt. kerja t = 10 cm 18.44 m³ 134,375.00 2,477,875.00



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

10,078,835.48

C PEKERJAAN BAJA

1 Besi Siku 60.60.5 2,040.05 kg 18,314.00 37,361,439.07

2 Besi D16-50 3,908.60 kg 10,327.00 40,364,153.51

3 Las, t : 6 mm 407.33 cm' 1,316.00 536,045.45

4 Cat Meni Besi 107.48 m2 16,856.00 1,811,755.55

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

80,073,393.58

2.8 PEKERJAAN ATAP

A PEKERJAAN GIGI ANJING

1 Besi Pipa STK dia. 2,5" 721.95 m' 171,760.00 124,002,132.00

2 Besi Pipa STK dia. 2,5" 1,052.76 m' 171,760.00 180,822,057.60

3 Besi Pipa STK dia. 3" 854.72 m' 198,424.00 169,597,754.98

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

474,421,944.58

B PEKERJAAN RANGKA KUDA-KUDA TRUSS

1 Besi Pipa STK dia. 2,5" 4,831.20 m' 171,760.00 829,806,912.00

2 Besi Pipa STK dia. 3" 1,778.30 m' 198,424.00 352,857,399.20


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

1,393,850,773.45

Baja Rel Crane - R25 (Kanan - Kiri) _ Ongkos Pasang Saja, Material By Owner



C PEKERJAAN PENYANGGA RANGKA KUDA-KUDA TRUSS



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

259,110,183.84

D PEKERJAAN ASESORIS ATAP

1 Plat besi t= 20 mm & As Besi dia. 50 mm 800.79 kg 18,095.00 14,490,216.63

2 Hilti Chemical Anchor dia. 19 576.00 bh 75,500.00 43,488,000.00

3 Sambungan Las 1,080.91 cm' 1,316.00 1,422,481.90

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

59,400,698.53

2.9 PEKERJAAN SALURAN KELILING BANGUNAN


1 Plat Lantai Kerja t: 5 cm (di bawah Saluran) 9.87 m³ 833,423.00 8,226,641.34

2 Plat Saluran t = 10 cm 47.38 m³ 2,003,721.08 94,937,018.26

3 Plat Penutup Saluran t = 8 cm 8.53 m³ 1,538,722.35 13,122,938.30

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

116,286,597.90


1 Galian Tanah 138.19 m³ 48,500.00 6,702,346.19

2 Urugan Pasir bawah Lt. kerja t = 10 cm 26.32 m³ 134,375.00 3,537,075.19



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

12,538,809.80

BALOK

No. Balok Kebutuhan Besi berdasarkan vol. BQ (kg) Kebutuhan Besi berdasarkan vol. Gbr (kg)

D 22 D 19 D 16 D 13 Ø 12 Ø 10 Ø 8 Ø 6 D 22 D 19 D 16 D 13 Ø 12 Ø 10 Ø 8 Ø 6

1 Balok 30/55 (B1) elv.+ 3,45 m 49.74 51.05 2,698 3,353 628 3,692 2,768 3,441 644 3,789 2 Balok 30/55 (B1) elv.+ 6.95 m 49.74 51.05 6,036 628 3,692 6,194 644 3,789 3 Balok 25/45 (B2) elv.+ 3,45 m 26.60 27.79 2,238 492 1,259 2,338 514 1,315 4 Balok 25/45 (B2) elv.+ 6,95 m 26.26 28.13 2,210 486 1,243 2,366 521 1,331 5 Balok 25/45 (B2) elv.+ 5,65 m 3.91 3.91 329 72 185 329 72 185 6 Balok 25/45 (B2) elv.+ 6,55 m 20.77 24.92 1,747 384 983 2,097 461 1,179 7 Balok 25/45 (B2) elv.+ 13,75 m 1.35 1.35 114 25 64 114 25 64 8 Balok 20/30 (B3) elv.+ 3,45 m 0.42 0.42 36 13 36 13 9 Balok 20/30 (B3) elv.+ 5,65 m 1.22 1.22 106 36 106 36

10 Balok 30/60 (B4) elv.+ 6,55 m - 5.62 - - - 625 65 285 11 Balok 15/20 (B5) elv.+ 6,55 m 8.27 8.42 679 116 691 118 12 Balok 15/15 (BL1) elv.+ 2,90 m 2.23 2.23 244 31 244 31 13 Balok 15/15 (BL1) elv.+ 6,40 m 2.46 2.46 270 34 270 34 14 Balok 15/15 (BL1) elv.+ 3,50 m 0.64 0.64 70 9 70 9 15 Balok 15/15 (BL1) elv.+ 5,54 m 3.78 3.78 414 52 414 52 16 Balok 15/15 (B6) elv.+ 6,55 m 1.24 1.24 136 17 136 17

JUMLAH 198.66 214.23 2,698 9,389 6,639 2,859 7,384 5,548 49 259 2,768 10,260 7,244 3,090 7,578 6,186 49 261 jumlah dalam lonjor 225 782 553 238 615 462 4 22 231 855 604 257 631 515 4 22

Vol Beton BQ (m3)

Vol Beton Gbr (m3)

dikonversi

Daftar Harga_Halaman 44 dari 66

UPAH KERJA DAN HARGA MATERIAL SUMBER TYPE HARGA

UPAH KERJA

1 Pekerja Terampil Hr 47,000.00 2 Tukang kayu Hr 55,000.00 3 Tukang Cat Hr 55,000.00 4 Tukang batu Hr 55,000.00 5 Tukang besi Hr 55,000.00 6 Kepala tukang Hr 60,000.00 7 Mandor Hr 70,000.00 8 Upah pasang Plafond rangka metal furing m2 15,000.00

MATERIAL PENUTUP LANTAI DAN DINING1 Homogenous 60/60 m2 178,500.00 2 Homogenous 40/40 m2 168,300.00 3 Homogenous 30/30 m2 147,900.00 4 Cove 10/20 bh 7,650.00 5 Keramik 40x40 m2 71,400.00 6 Keramik 30x30 m2 56,100.00 7 Keramik 20x25 m2 66,300.00 8 Keramik 20x20 m2 56,100.00 9 Cove 10/20 ROMAN bh 12,240.00

10 Granit Import ex./type m2 510,000.00 11 Vynil merk GERFLOR m2 91,800.00 12 HPL m2 66,300.00 13 Lem Vynil kg 15,300.00 14 Serat fibre m2 3,570.00 15 Waterprofing m2 25,500.00

MATERIAL PLAFOND DAN PARTISI1 Rangka Metal Stud m2 45,900.00 2 Gypsum tebal 12 mm lembar 88,740.00 3 Gypsum tebal 9 mm JAYABOARD lembar 66,300.00 4 dalam satuan m2 23,460.00 5 Moistureshield board 9 mm EX. GRESIK lembar 163,200.00 6 dalam satuan m2 57,120.00 7 Paku Sekrup bh. 153.00 8 Metal Furing m'. 7,650.00 9 C Channel m'. 7,650.00

10 Angle Section m'. 3,570.00 11 Saddle Clip pcs 765.00 12 Suspension Bracket pcs 459.00 13 Threaded Rod pcs 4,590.00 14 Sffit Cleat pcs 663.00 15 Jointing Coumpound kg 3,060.00 16 Joint Tape m'. 255.00 17 Screw pcs 153.00 18 Glasswool tebal 5 cm ( 1,2 x 15 meter ) gulung 275,400.00 19 dalam satuan m2 15,300.00

MATERIAL1 Sirtu m3 68,850.00 2 Pasir Urug m3 81,600.00 3 Pasir Pasang/cor m3 117,300.00 4 Batu Pecah Mesin/Stenslah 1/2 m3 153,000.00 5 Batu Merah klas 1 bj 408.00 6 Portland Cement (PC) @ 40 kg zak 45,900.00 7 dalam satuan kg 1,147.50 8 Semen berwarna kg 6,120.00 9 Besi Beton kg 8,262.00

10 Besi Plat Strip kg 9,690.00 11 Besi Hollow m' 8,160.00 12 Kawat Beton/ Bendrat kg 12,750.00 13 Paku kayu 2-5" kg 12,240.00 14 Paku Gypsum kg 12,240.00 15 Paku Sekrup pak 112,200.00 16 Sekrup Galvalum bh 153.00

MATERIAL CAT1 Wood filler kg 45,900.00 2 Wood Stain kg 45,900.00 3 Shanding kg 66,300.00 4 Thinnner A ltr 10,200.00 5 Thinnner B ltr 10,200.00 6 Compound kaleng 45,900.00 7 Clear Gloss kg 45,900.00 8 Cat meni kayu/besi kg 28,050.00 9 Cat besi/kayu EMCO kg 45,900.00

10 Cat Tembok Dulux Weathershi dalam satuan kg 66,300.00 11 Cat Tembok CATYLAC kg 48,450.00 12 Plamir tembok kg 7,650.00 13 Plamir kayu kg 7,650.00



14 Minyak cat meni ltr 28,050.00 15 Minyak cat/afdduner ltr 10,200.00 16 Minyak bekisting ltr 7,650.00 17 Teer kg 4,590.00 18 Dempul besi kg 28,050.00 19 Kertas gosok halus lbr 3,570.00 20 Kuas lbr 5,100.00 21 Membrane kg 76,500.00

FLOOR HARDENER1 Floor hardener Warna Hijau m2 18,360.00 2 Screeding m2 25,500.00 3 Finish Trowel m2 5,100.00

PINTU OTOMATIS ROLLING DOOR1 Pintu Rolling door m2 2,550,000.00 2 Otomatis Alat ls 510,000.00

ATAP CMS1 Atap CMS ex. Trimdek Bluescoop m2 117,300.00 2 upah pasang CMS m2 7,140.00

TRIPLEK1 Triplek tebal 0,4 mm lbr 45,900.00 2 Plywood tebal 9 mm lbr 117,300.00 3 Teakwood 3 mm lbr 66,300.00 4 Triplek lapis Aluminium lbr 178,500.00 4 Sungkai 122x244x3 mm lbr 127,500.00 5 Multipleks 9 mm lbr 96,900.00 6 Multipleks 18 mm lbr 183,600.00 7 dalam satuan m2 63,750.00 5 Lem kayu kg 15,300.00 6 List Gypsum m' 15,300.00

ATAP GALVALUM DAN ALLUCOPAN1 Atap galvalume G550 m2 117,300.00 2 Sekrup Galvalum bh 459.00 3 Atap CMS BlueScoop Trimdek tebal 0,45 mm m2 117,300.00 3 m2 459,000.00 4 Sealent bh 4,080.00 5 Alluminium Foil 2 layer m2 14,280.00 6 Acrylic tebal 1 cm m2 102,000.00 7 Stainless Steel Sheet tebal 1 mm m2 91,800.00

PAVING DAN KANSTEIN1 Paving Beton K 300 tebal 8 cm m2 96,900.00 2 Kansteen 15/30/50 m1 17,340.00

KACA1 Kaca Polos tebal 5 mm (clear) m2 76,500.00 2 Kaca Ryban tebal 5 mm m2 86,700.00 3 Kaca Temperet tebal 8 mm (warna) m2 112,200.00 4 Kaca Temperet tebal 10 mm (warna) m2 127,500.00 5 Kaca Temperet tebal 12 mm (warna) m2 142,800.00 6 Top Patch unit 178,500.00 7 Bottom Patch unit 178,500.00 8 Handle Stainless steel 60 cm unit 255,000.00 9 Floor Hinges DORMA BTS 84 unit 663,000.00

10 Corner Lock DEKKSON unit 127,500.00 11 Decoratif Film unit 122,400.00 12 Ongkos Pasang / daun Tempered unit 102,000.00

BESI DAN ALLUMINIUM1 Elektroda baja kg 20,000.00 2 Kawat las kg 20,000.00 3 Welding set (min 5 jam) jm 25,000.00 4 Besi plat bordes kg 9,500.00 5 m1 55,000.00 6 m2 450,000.00 7 m2 400,000.00 8 m2 350,000.00 9 Metal stud aluminium m1 55,000.00

10 Skrup/ ripet bh 2,500.00 11 Hollow 3 x 3 cm m1 8,000.00

MATERIAL KAYU1 Kayu papan meranti (3/10) m3 3,000,000.00 2 Kayu Papan (bekisting 2/20 ) m3 3,000,000.00 3 Kayu usuk meranti (5/7) m3 3,000,000.00 4 Kayu kamper ( balok 6/12 ) m3 5,500,000.00 5 Kayu kamper (usuk 4/6 ) m3 5,000,000.00 6 Kayu kamper ( reng 3/5 ) m3 5,000,000.00 7 Kayu kamper (papan) m3 6,000,000.00

Aluminium Composit Panel , merk SEVEN ( terpasang )

Alluminium Profil Coklat ex. Alexindo ( terpasang )Daun Pintu+ACC Alpha/ ATT lengkap warna ( terpasang )daun Jendela Kaca +acc Alpha/ATT lengkap warna ( terpasang )Jalusi Alluminium ( terpasang )



PENGGANTUNG/PENGUNCI1 Engsel Pintu 4" SOLID EK 08 set 40,800.00 2 Engsel Pintu 3" PALOMA EB 028 set 35,700.00 3 Lockcase griff 2202,A4R bh 127,500.00 4 Clinder Griff 3301,70N bh 127,500.00 5 BODY SWING PALOMA BD 038 SS set 102,000.00 6 Handle on Roses(HRE) PALOMA HP 403 set 255,000.00 7 BODY SLIDING DEKKSON 85100+DC60 SN set 255,000.00 8 Handle Sliding PALOMA CM 010 set 102,000.00 9 Rel pintu dorong, merk SOLID bh 255,000.00

10 Spring Knife GRADINO 950 SN bh 25,500.00 11 Pull Handle PALOMA 083 600mm set 204,000.00 12 Hak Angin 951 GRADINO set 25,500.00 13 Grendel Biasa SES bh 15,300.00 14 Floor Hinges SOLID FH 84 set 255,000.00 15 GLASS LOCK SOLID 702 CHR set 76,500.00 16 Casement SOLID 701 20" set 153,000.00 17 Patch Fitting SOLID 20 set 25,500.00 18 Patch Fitting SOLID 21 set 27,540.00 19 Patch Fitting SOLID 30 set 30,600.00 20 Patch Fitting SOLID 40 set 35,700.00 21 Door Closer DEKKSON 500 set 255,000.00 22 Handle Jendela Stainless Steel, PALOMA bh 102,000.00

MATERIAL SANITAIR1 Urinoir set 1,300,000.00 2 Kloset Duduk TOTO set 1,700,000.00 3 Wastafel besar ex. INA set 1,200,000.00 4 Bak cuci stainlessteel EX. Visa tebal set 400,000.00 5 Water drain + asesories set 200,000.00 6 Floor drain set 75,000.00 7 KRAN Single Lever Shower Set set 150,000.00 8 Kran Air Ø 1/2" ; sink tap set 75,000.00 9 Kran Air Ø 1/2" , Sink Tap with Hose Coupling set 100,000.00

10 Kran Leher Angsa SINK set 75,000.00 11 Karan PANAS DINGIN set 150,000.00 12 Wash let Closet set 150,000.00 13 bak mandi Fibreglass volume 0,3 m³ air set 500,000.00

Analisa Kusen_hal. 47 dari 66

1.1 Daun Pintu Vol Vol Cek Sat Harga Sat. (Rp.)

1 Daun Pintu Type P 1Kusen Aluminium Anodized 18 Micron dia. 4" 9.50 8.85 m' 55,000.00

Daun pintu Double teakwood 160/210 Kamper 3.36 3.36 m2 408,057.00

Kaca POLOS 5 mm_2x15/150+2x78/55 1.31 1.31 m2 94,058.00

Floor Hinges 2.00 2.00 set 663,000.00

BODY SWING PALOMA BD 038 SS 1.00 1.00 bh 102,000.00

Pull Handle PALOMA 083 panjang 600mm 2.00 2.00 set 243,630.00

Finishing Cat DUCO 6.72 6.72 m2 99,400.00

Dibulatkan



Kaca POLOS 5 mm_2x15/150+2x78/55 1.31 1.31 m2 94,058.00

Engsel 4 " 3.00 3.00 set 50,708.00



Door Closer DEKKSON 500 2.00 2.00 bh 294,630.00


Dibulatkan



Kaca POLOS 5 mm_15/150+90/55 0.72 0.72 m2 94,058.00

Engsel 4 " 3.00 3.00 set 50,708.00



Door Closer DEKKSON 500 1.00 1.00 bh 294,630.00


Dibulatkan

4 Daun Pintu Type P 4_PVCKusen Aluminium Anodized 18 Micron dia. 4" 5.25 5.25 m' 55,000.00

Daun pintu PVC 1.00 1.00 unit 250,000.00

Engsel 4 " 1.50 1.50 set 50,708.00

Handle on Roses(HRE) PALOMA HP 403 1.00 1.00 bh 294,630.00

Dibulatkan

5 Daun Pintu Type P 5_Pintu plat baja untuk ShaftPintu rangka baja uk. 100/100 0.90 0.81 m2 1,000,000.00

Kusen dari plat 2 mm 4.00 4.00 m' 275,000.00

Flush ring 1.00 1.00 unit 200,000.00

security bolt 1.00 1.00 unit 150,000.00

steel hinges 4.00 1.00 bh 30,000.00


Biaya Pasang 1.00 1.00 unit 450,000.00

Dibulatkan

6 Daun Pintu Type P 6_Pintu plat baja untuk ShaftPintu rangka baja uk. 100/100 0.90 0.81 m2 1,000,000.00

Kusen dari plat 2 mm 4.00 4.00 m' 275,000.00

Flush ring 1.00 1.00 unit 200,000.00

security bolt 1.00 1.00 unit 150,000.00

steel hinges 4.00 1.00 bh 30,000.00


Biaya Pasang 1.00 1.00 unit 450,000.00

Dibulatkan


7 Daun Pintu Type P 7_PVCKusen Aluminium Anodized 18 Micron dia. 4" 5.25 5.25 m' 55,000.00

Daun pintu PVC 1.00 1.00 unit 250,000.00

Engsel 4 " 1.50 1.50 set 50,708.00

Handle on Roses(HRE) PALOMA HP 403 1.00 1.00 bh 294,630.00

Dibulatkan

8 Daun Pintu Type P 8 ( untuk Workshop )Unit terpasang Rolling Door Akses uk.410x535 24.80 22.53 m2 2,550,000.00

MESIN OTOMATIS 1.00 1.00 LS 510,000.00

Akses Keluar Masuk WorkshopDibulatkan

1.2 Daun JENDELA1 Daun JENDELA Type J 1

daun Jendela Slimaran Alluminium_96/130 ( terpasang + lengkap assesories ) 2.50 2.50 m2 252,662.00 daun Jendela Slimaran Alluminium _96/45( terpasang + lengkap assesories ) 1.73 1.73 m2 252,662.00 Kaca POLOS 5 mm 10.80 10.80 m2 94,058.00 Kusen Aluminium Anodized 18 Micron dia. 4" 32.68 32.68 m' 55,000.00

Dibulatkan

2 Daun JENDELA Type J 2daun Jendela Slimaran Alluminium_128/69 ( terpasang + lengkap assesories ) 3.53 3.53 m2 252,662.00 Kaca POLOS 5 mm 9.97 9.97 m2 94,058.00 Kusen Aluminium Anodized 18 Micron dia. 4" 22.59 22.59 m' 55,000.00

Dibulatkan


Dibulatkan

4 Daun JENDELA Type J 4 ( untuk Workshop )Louvre Alluminium ( terpasang ) 1.13 1.12 m2 350,000.00 Kaca POLOS 5 mm 7.56 7.56 m2 94,058.00 Kusen Aluminium Anodized 18 Micron dia. 4" 19.80 19.80 m' 55,000.00

Dibulatkan


Dibulatkan

1.3 Daun Pintu Jendela1 Daun Pintu Type P J1

Kusen Aluminium Anodized 18 Micron dia. 4" 28.22 25.98 m' 55,000.00 Daun pintu tempered 10 mm 2x85/210 6.72 7.14 m2 127,500.00 Kaca POLOS 5 mm 6.56 6.55 m2 94,058.00 Floor Hinges 4.00 4.00 set 663,000.00 Pull Handle PALOMA 083 600mm 4.00 4.00 set 243,630.00 Patch Fitting SOLID 40 8.00 8.00 bh 35,700.00 GLASS LOCK SOLID 702 CHR 2.00 2.00 set 76,500.00 Sandblast 4.00 4.00 daun 175,000.00 Upah Pasang kaca tempered 4.00 4.00 daun 102,000.00

Dibulatkan


2 Daun Pintu Type P J2Kusen Aluminium Anodized 18 Micron dia. 4" 34.96 35.76 m' 55,000.00 Daun pintu Double teakwood 2x80/210 Kamper 3.36 3.36 m2 127,500.00 Kaca POLOS 5 mm 5.09 9.16 m2 94,058.00 Engsel 4 " 3.00 3.00 set 50,708.00 BODY SWING PALOMA BD 038 SS 1.00 1.00 bh 102,000.00 Pull Handle PALOMA 083 panjang 600mm 2.00 2.00 set 243,630.00 Door Closer DEKKSON 500 2.00 2.00 bh 294,630.00 Finishing Cat DUCO 6.72 6.72 m2 99,400.00

Dibulatkan

2 Daun Pintu Type P J3Kusen Aluminium Anodized 18 Micron dia. 4" 18.92 17.16 m' 55,000.00 Daun pintu Double teakwood 2x80/210 Kamper 3.36 3.36 m2 127,500.00 Kaca POLOS 5 mm 4.83 5.41 m2 94,058.00 Engsel 4 " 3.00 3.00 set 50,708.00 BODY SWING PALOMA BD 038 SS 1.00 1.00 bh 102,000.00 Pull Handle PALOMA 083 panjang 600mm 2.00 2.00 set 243,630.00 Door Closer DEKKSON 500 2.00 2.00 bh 294,630.00 Finishing Cat DUCO 6.72 6.72 m2 99,400.00

Dibulatkan


Jumlah Harga (Rp.)

522,500.00

1,371,071.52

123,027.86

1,326,000.00

102,000.00

487,260.00

667,968.00

4,599,827.38

4,599,827.00

522,500.00

1,371,071.52

123,027.86

152,124.00

102,000.00

487,260.00

589,260.00

667,968.00

4,015,211.38

4,015,211.00

412,500.00

771,227.73

67,721.76

152,124.00

102,000.00

243,630.00

294,630.00

375,732.00

2,419,565.49

2,419,565.00

288,750.00

250,000.00

76,062.00

294,630.00

909,442.00

909,442.00

900,000.00

1,100,000.00

200,000.00

150,000.00

120,000.00

178,920.00

450,000.00

3,098,920.00

3,098,920.00

900,000.00

1,100,000.00

200,000.00

150,000.00

120,000.00

178,920.00

450,000.00

3,098,920.00

3,098,920.00


288,750.00

250,000.00

76,062.00

294,630.00

909,442.00

909,442.00

63,250,200.00

510,000.00

63,760,200.00

63,760,200.00

630,644.35436,599.94

1,015,826.401,797,400.003,880,470.693,880,470.00

892,604.31937,899.35

1,242,450.003,072,953.663,072,953.00

311,279.58330,754.96773,850.00

1,415,884.541,415,884.00

393,750.00711,078.48

1,089,000.002,193,828.482,193,828.00

311,279.58165,071.79404,250.00880,601.37880,601.00

1,552,100.00856,800.00616,832.36

2,652,000.00974,520.00285,600.00153,000.00700,000.00408,000.00

8,198,852.368,198,852.00


1,922,800.00428,400.00478,284.93152,124.00102,000.00487,260.00589,260.00667,968.00

4,828,096.934,828,096.00

1,040,600.00428,400.00453,923.91152,124.00102,000.00487,260.00589,260.00667,968.00

3,921,535.913,921,535.00

Analisa Harga_hal. 53 dari 66

PERSIAPAN1 m1 - Bouwplanka. Bahan - Kayu hutan balok MERANTI m3 0.012 3,000,000.00 36,000.00

- Paku kg 0.020 12,240.00 244.80 - Kayu hutan papan MERANTI m3 0.007 3,000,000.00 21,000.00 Rp 57,244.80

b. Tenaga :- Pekerja OH 0.100 47,000.00 4,700.00 - Tukang kayu OH 0.100 55,000.00 5,500.00 - Kepala tukang OH 0.010 60,000.00 600.00 - Mandor OH 0.005 70,000.00 350.00 Rp 11,150.00

m1 - Bouwplank Total HSP Rp 68,395.00 di bulatkan Rp 68,300.00

1 m2 - Pembersihana. Tenaga :- Pekerja OH 0.100 47,000.00 4,700.00

- Mandor OH 0.050 70,000.00 3,500.00

m2 - Pembersihan Total HSP Rp 8,200.00

1 m3 - Galian tanah biasa, 1 metera. Tenaga :- Pekerja OH 0.750 47,000.00 35,250.00

- Mandor OH 0.025 70,000.00 1,750.00


1 m3 - Urugan pasira. Bahan - Pasir urug m3 1.200 81,600.00 97,920.00 Rp 97,920.00

b. Tenaga :- Pekerja OH 0.300 47,000.00 14,100.00 - Mandor OH 0.010 70,000.00 700.00 Rp 14,800.00

m3 - Urugan pasir Total HSP Rp 112,720.00

1 m3 - Urugan tanah kembalia. Tenaga :- Pekerja OH 0.250 47,000.00 11,750.00

- Mandor OH 0.008 70,000.00 560.00

m3 - Urugan tanah kembali Total HSP Rp 12,310.00

1 m3 - Urugan sirtua. Bahan - Sirtu m3 1.200 68,850.00 82,620.00 Rp 82,620.00

b. Tenaga :- Pekerja OH 0.250 47,000.00 11,750.00 - Mandor OH 0.025 70,000.00 1,750.00 Rp 13,500.00

m3 - Urugan sirtu Total HSP Rp 96,120.00

1 m3 - Pembongkaran dinding bata meraha. Tenaga :- Pekerja OH 6.667 47,000.00 313,349.00

- Mandor OH 0.033 70,000.00 2,310.00

m3 - Pembongkaran dinding bata merah Total HSP Rp 315,659.00

1 m3 - Pembongkaran beton bertulanga. Tenaga :- Pekerja OH 6.667 47,000.00 313,349.00

- Mandor OH 0.333 70,000.00 23,310.00

m3 - Pembongkaran beton bertulang Total HSP Rp 336,659.00

1 m2 - Pembongkaran plesteran dindinga. Tenaga :- Pekerja OH 0.267 47,000.00 12,549.00

- Mandor OH 0.010 70,000.00 700.00

m2 - Pembongkaran plesteran dinding Total HSP Rp 13,249.00

Catatan : Untuk Pembongkaran Keramik , Plafond , Partisi, pakai analisa yang sama

PASANGAN BATA1 m2 - Bata merah, 1 PC : 3 PP (tebal 1/2 BT)a. Bahan - Bata merah 5 x 11 x 22 cm Bh 70.000 408.00 28,560.00

- Semen portland Kg 14.370 1,147.50 16,489.58 - Pasir pasang M³ 0.040 117,300.00 4,692.00 Rp 49,741.58

b. Tenaga :- Pekerja OH 0.300 47,000.00 14,100.00 - Tukang batu OH 0.100 55,000.00 5,500.00 - Kepala tukang OH 0.010 60,000.00 600.00 - Mandor OH 0.015 70,000.00 1,050.00 Rp 21,250.00

m2 - Bata merah, 1 PC : 3 PP (tebal 1/2 BT) Total HSP Rp 70,992.00


1 m2 - Bata merah, 1 PC : 5 PP (tebal 1/2 BT)a. Bahan - Bata merah 5 x 11 x 22 cm Bh 70.000 408.00 28,560.00



m2 - Bata merah, 1 PC : 5 PP (tebal 1/2 BT) Total HSP Rp 66,196.00

1 m2 - Bata merah, 1 PC : 5 PP (tebal 1 BT) = ROLLAGa. Bahan - Bata merah 5 x 11 x 22 cm Bh 140.000 408.00 57,120.00


b. Tenaga :- Pekerja OH 0.600 47,000.00 28,200.00 - Tukang batu OH 0.200 55,000.00 11,000.00 - Kepala tukang OH 0.020 60,000.00 1,200.00 - Mandor OH 0.030 70,000.00 2,100.00 Rp 42,500.00

m2 - Bata merah, 1 PC : 5 PP (tebal 1 BT) = ROLLAG Total HSP Rp 137,059.00

PLESTERAN-ACIAN-BENANGAN1 m2 - Plesteran, 1 PC : 3 PP (t= 15 mm)a. Bahan - Semen / PC (40 kg) zak 0.194 45,900.00 8,904.60

- Pasir pasang m3 0.023 117,300.00 2,697.90 Rp 11,602.50


m2 - Plesteran, 1 PC : 3 PP (t= 15 mm) Total HSP Rp 35,903.00

1 m2 - Plesteran, 1 PC : 5 PP (t= 15 mm)a. Bahan - Semen / PC (40 kg) zak 0.130 45,900.00 5,967.00

- Pasir pasang m3 0.026 117,300.00 3,049.80 Rp 9,016.80


m2 - Plesteran, 1 PC : 5 PP (t= 15 mm) Total HSP Rp 33,317.00

1 m2 - Aciana. Bahan - Semen / PC (40 kg) zak 0.081 45,900.00 3,717.90 3,717.90

b. Tenaga :- Pekerja OH 0.200 47,000.00 9,400.00 - Tukang batu OH 0.100 55,000.00 5,500.00 - Kepala tukang OH 0.010 60,000.00 600.00 - Mandor OH 0.010 70,000.00 700.00 Rp 16,200.00

m2 - Acian Total HSP Rp 19,918.00

1 m1 - Benangan atau Tali air, 1 PC : 2 PPa. Bahan - Semen / PC (40 kg) zak 0.013 45,900.00 596.70

- Pasir pasang m3 0.013 117,300.00 1,524.90 Rp 2,121.60


m1 - Benangan atau Tali air, 1 PC : 2 PP Total HSP Rp 8,977.00


KERAMIK HOMOGENOUS GRANITO1 m2 - Keramik Lantai, Homogenous 40/40 , merk GRANITOa. Bahan - Keramik 40/40 Homogenous m2 1.100 168,300.00 185,130.00

- Semen / PC (40 kg) Kg 10.400 1,147.50 11,934.00 - Pasir pasang M³ 0.045 117,300.00 5,278.50 - Semen warna Kg 1.620 6,120.00 9,914.40 Rp 212,256.90


m2 - Keramik Lantai, Homogenous 40/40 , merk GRANIT Total HSP Rp 268,957.00 di bulatkan Rp 268,900.00

1 m2 - Keramik Lantai, Homogenous 30/30 , merk GRANITOa. Bahan - Keramik 30/30 Homogenous m2 1.100 147,900.00 162,690.00



m2 - Keramik Lantai, Homogenous 30/30 , merk GRANIT Total HSP Rp 246,517.00 di bulatkan Rp 246,500.00

1 m2 - Pagar/sunscreen hollow_di pakai sebagai Rangka di belakang Keramika. Bahan - ljr 2.000 32,640.00 65,280.00 65,280.00

b. Tenaga :- Pekerja OH 0.080 47,000.00 3,760.00 - Tukang besi OH 0.800 55,000.00 44,000.00 - Kepala tukang OH 0.080 60,000.00 4,800.00 - Mandor OH 0.004 70,000.00 280.00 Rp 52,840.00

m2 - Pagar/sunscreen hollow_di pakai sebagai Rangka d Total HSP Rp 118,120.00 di bulatkan Rp 118,100.00

KERAMIK LANTAI MERK ROMAN1 m2 - Keramik Lantai, 20/20 , merk ROMANa. Bahan - Keramik 20/20 m2 1.100 56,100.00 61,710.00



m2 - Keramik Lantai, 20/20 , merk ROMAN Total HSP Rp 145,537.00 di bulatkan Rp 145,500.00

1 m2 - Keramik Lantai, 20/25 , merk ROMANa. Bahan - Keramik 20/25 m2 1.100 66,300.00 72,930.00



m2 - Keramik Lantai, 20/25 , merk ROMAN Total HSP Rp 156,757.00 di bulatkan Rp 156,700.00

1 m' - Plint Keramik 10/20 , merk ROMANa. Bahan - 10/20 ROMAN bh 5.300 12,240.00 64,872.00

- Semen / PC (40 kg) Kg 1.140 1,147.50 1,308.15 - Pasir pasang M³ 0.003 117,300.00 351.90 - Semen warna Kg 0.025 6,120.00 153.00 Rp 66,685.05


m' - Plint Keramik 10/20 , merk ROMAN Total HSP Rp 76,755.00 di bulatkan Rp 76,700.00

Besi hollow, 5x5


LANTAI VYNIL1 m2 - pasangan Vynil 30/30 dengan Perekata. Bahan - Vynil Karet m2 1.100 91,800.00 100,980.00

- Lem Vynil Kg 0.350 15,300.00 5,355.00 106,335.00


m2 - pasangan Vynil 30/30 dengan Perekat Total HSP Rp 123,095.00 di bulatkan Rp 123,000.00

1 m2 - FLOOR HARDENER_TERPASANG-merk ARNOa. Bahan - Floor hardener Warna Hijau m2 1.100 18,360.00 20,196.00

- Screeding m2 1.000 25,500.00 25,500.00 - Finish Trowel m2 1.000 5,100.00 5,100.00

m2 - FLOOR HARDENER_TERPASANG-merk ARNO Total HSP Rp 50,796.00 di bulatkan Rp 50,700.00

PENGECATAN1 1 M2 MENGECAT/PLAMUR TEMBOK (3 lapis penutup) Mowilec (DINDING LUAR)a. Bahan - Plamur Kg 0.100 7,650.00 765.00

- Cat dinding Kg 0.260 66,300.00 17,238.00 - Cat dasar Kg 0.100 48,450.00 4,845.00 Rp 22,848.00

b. Tenaga :- Pekerja OH 0.020 47,000.00 940.00 - Tukang CAT OH 0.063 55,000.00 3,465.00 - Kepala tukang OH 0.006 60,000.00 378.00 - Mandor OH 0.025 70,000.00 1,750.00 Rp 6,533.00

1 M2 MENGECAT/PLAMUR TEMBOK (3 lapis penutup) M Total HSP Rp 29,381.00 di bulatkan Rp 29,300.00

1 1 M2 MENGECAT/PLAMUR TEMBOK (3 lapis penutup) Mowilec (DINDING DALAM)a. Bahan - Plamur Kg 0.100 7,650.00 765.00

- Cat dinding Kg 0.260 48,450.00 12,597.00 - Cat dasar Kg 0.100 48,450.00 4,845.00 Rp 18,207.00

b. Tenaga :- Pekerja OH 0.020 47,000.00 940.00 - Tukang CAT OH 0.063 55,000.00 3,465.00 - Kepala tukang OH 0.006 60,000.00 378.00 - Mandor OH 0.025 70,000.00 1,750.00 Rp 6,533.00

1 M2 MENGECAT/PLAMUR TEMBOK (3 lapis penutup) M Total HSP Rp 24,740.00 di bulatkan Rp 24,700.00

1 1 m² Pekerjaan MELAMIN DUCO ( 2 x lapis )a. Bahan - Wood Filler kg 0.200 45,900.00 9,180.00

- Pewarna sachet 0.500 5,000.00 2,500.00 - Kertas Gosok no 150 lembar 1.000 3,060.00 3,060.00 - Kertas Gosok no 200 lembar 1.000 3,570.00 3,570.00 - Shanding kg 0.500 66,300.00 33,150.00 - Clear Doof kg 0.200 45,900.00 9,180.00 - Thinner A liter 0.837 10,200.00 8,537.40 - Coumpound kaleng 0.200 45,900.00 9,180.00 78,357.40

b. Tenaga :- Pekerja OH 0.075 47,000.00 3,525.00 - Tukang CAT OH 0.090 55,000.00 4,950.00 - Kepala tukang OH 0.009 60,000.00 540.00 - Mandor OH 0.025 70,000.00 1,750.00 Rp 10,765.00

b. Alat - Sewa peralatan ( 1 set @ 3 alat ) set 1.000 1,000.00 1,000.00 - sewa Compressor jam 0.625 15,000.00 9,375.00 Rp 10,375.00

1 m² Pekerjaan MELAMIN DUCO ( 2 x lapis ) Total HSP Rp 99,497.00 di bulatkan Rp 99,400.00

DAUN PINTU JENDELA1 m2 - Pintu/Jendela kaca bening, rangka Aluminium coklata. Bahan - Aluminium profil coklat m1 4.400 55,000.00 242,000.00

- Kaca ( di hitung terpisah ) m2 76,500.00 - - Sealant bh 0.270 4,080.00 1,101.60 243,101.60

b. Tenaga :- Pekerja OH 0.085 47,000.00 3,995.00 - Tukang besi OH 0.085 55,000.00 4,675.00 - Kepala tukang OH 0.009 60,000.00 540.00 - Mandor OH 0.005 70,000.00 350.00 Rp 9,560.00

m2 - Pintu/Jendela kaca bening, rangka Aluminium coklat Total HSP Rp 252,662.00


1 m2 - Kaca bening 5mma. Bahan - Kaca bening 5mm m2 1.100 76,500.00 84,150.00 Rp 84,150.00

b. Tenaga :- Pekerja OH 0.015 47,000.00 705.00 - Tukang kayu OH 0.150 55,000.00 8,250.00 - Kepala tukang OH 0.015 60,000.00 900.00 - Mandor OH 0.00075 70,000.00 52.50 Rp 9,907.50

m2 - Kaca bening 5mm Total HSP Rp 94,058.00

1 m2 - Kaca rayban 5mma. Bahan - Kaca rayban 5mm m2 1.100 86,700.00 95,370.00 Rp 95,370.00


m2 - Kaca rayban 5mm Total HSP Rp 105,278.00

1 m2 - Pintu teakwood rangkap, rangka Kayu Kampera. Bahan - Kayu Kamper papan m3 0.025 6,000,000.00 150,000.00

- Paku kg 0.030 12,240.00 367.20 - Lem kayu kg 0.300 15,300.00 4,590.00 - Teakwood lbr 1.000 66,300.00 66,300.00 Rp 221,257.20

b. Tenaga :- Pekerja OH 0.800 47,000.00 37,600.00 - Tukang kayu OH 2.400 55,000.00 132,000.00 - Kepala tukang OH 0.240 60,000.00 14,400.00 - Mandor OH 0.040 70,000.00 2,800.00 Rp 186,800.00

m2 - Pintu teakwood rangkap, rangka Kayu Kamper Total HSP Rp 408,057.00

1 m2 - Pintu teakwood rangkap, rangka Kayu Kamper ( hanya ganti teakwood )a. Bahan - Kayu Kamper papan m3 6,000,000.00 -

- Paku kg 0.030 12,240.00 367.20 - Lem kayu kg 0.300 15,300.00 4,590.00 - Teakwood lbr 1.000 66,300.00 66,300.00 Rp 71,257.20


m2 - Pintu teakwood rangkap, rangka Kayu Kamper ( han Total HSP Rp 258,057.00

1 m2 - Pintu teakwood lapis Aluminium, rangka Kayu Kampera. Bahan - Kayu Kamper papan m3 0.025 6,000,000.00 150,000.00

- Paku kg 0.030 12,240.00 367.20 - Lem kayu kg 0.800 15,300.00 12,240.00 - Teakwood lbr 1.000 66,300.00 66,300.00 - Triplek lapis Aluminium lbr 0.500 178,500.00 89,250.00 Rp 318,157.20


m2 - Pintu teakwood lapis Aluminium, rangka Kayu Kamp Total HSP Rp 516,667.00

1 set - Engsel pintua. Bahan - Engsel set 1.000 40,800.00 40,800.00 Rp 40,800.00

Engsel Pintu 4" SOLID EK 08b. Tenaga :- Pekerja OH 0.015 47,000.00 705.00

- Tukang kayu OH 0.150 55,000.00 8,250.00 - Kepala tukang OH 0.015 60,000.00 900.00 - Mandor OH 0.00075 70,000.00 52.50 Rp 9,907.50

set - Engsel pintu Total HSP Rp 50,708.00

1 set - Engsel jendelaa. Bahan - Engsel Pintu 3 set 1.000 35,700.00 35,700.00 Rp 35,700.00

PALOMA EB 029b. Tenaga :- Pekerja OH 0.010 47,000.00 470.00

- Tukang kayu OH 0.100 55,000.00 5,500.00 - Kepala tukang OH 0.010 60,000.00 600.00 - Mandor OH 0.0005 70,000.00 35.00 Rp 6,605.00

set - Engsel jendela Total HSP Rp 42,305.00


1 set_ Pull Handle 600mma. Bahan - Pull Handle set 1.000 204,000.00 204,000.00 Rp 204,000.00

PALOMA 083 600mmb. Tenaga :- Pekerja OH 0.060 47,000.00 2,820.00

- Tukang kayu OH 0.600 55,000.00 33,000.00 - Kepala tukang OH 0.060 60,000.00 3,600.00 - Mandor OH 0.003 70,000.00 210.00 Rp 39,630.00

set_ Pull Handle 600mm Total HSP Rp 243,630.00

1 bh - Kunci tanam Pintu Swing Inc.Clyndera. Bahan - BODY SWING bh 1.000 102,000.00 102,000.00 Rp 102,000.00

PALOMA BD 038 SSb. Tenaga :- Pekerja OH 0.060 47,000.00 2,820.00


bh - Kunci tanam Pintu Swing Inc.Clynder Total HSP Rp 141,630.00

1 bh - handle On Roses ( HRE )a. Bahan - Handle on Roses bh 1.000 255,000.00 255,000.00 Rp 255,000.00

PALOMA HP 404b. Tenaga :- Pekerja OH 0.060 47,000.00 2,820.00


bh - handle On Roses ( HRE ) Total HSP Rp 294,630.00

1 bh - Kunci tanam Pintu Sliding Inc.Clyndera. Bahan - BODY SLIDING DEKKSON bh 1.000 255,000.00 255,000.00 Rp 255,000.00

85100+DC60 SNb. Tenaga :- Pekerja OH 0.060 47,000.00 2,820.00


bh - Kunci tanam Pintu Sliding Inc.Clynder Total HSP Rp 294,630.00

1 bh -Handle Pintu Slidinga. Bahan - Handle Sliding bh 1.000 102,000.00 102,000.00 Rp 102,000.00

PALOMA CM 011b. Tenaga :- Pekerja OH 0.060 47,000.00 2,820.00


bh -Handle Pintu Sliding Total HSP Rp 141,630.00

1 bh - Rel pintu doronga. Bahan - Rel pintu dorong, merk SOLID bh 1.000 255,000.00 255,000.00 Rp 255,000.00

b. Tenaga :- Pekerja OH 0.060 47,000.00 2,820.00 - Tukang kayu OH 0.600 55,000.00 33,000.00 - Kepala tukang OH 0.060 60,000.00 3,600.00 - Mandor OH 0.0030 70,000.00 210.00 Rp 39,630.00

bh - Rel pintu dorong Total HSP Rp 294,630.00

1 set- casement Jendela Alluminiuma. Bahan - Casement SOLID 701 20" set 1.000 153,000.00 153,000.00 Rp 153,000.00


set- casement Jendela Alluminium Total HSP Rp 192,630.00

1 set-Door Closera. Bahan - Door Closer DEKKSON 500 set 1.000 255,000.00 255,000.00 Rp 255,000.00


set-Door Closer Total HSP Rp 294,630.00


1 set - Hak angin sikutana. Bahan - Hak angin sikutan set 1.000 25,500.00 25,500.00 Rp 25,500.00


set - Hak angin sikutan Total HSP Rp 35,408.00

1 bh - Grendel biasaa. Bahan - Spring Knife GRADINO 950 SN bh 1.000 25,500.00 25,500.00 Rp 25,500.00

b. Tenaga :- Pekerja OH 0.020 47,000.00 940.00 - Tukang kayu OH 0.200 55,000.00 11,000.00 - Kepala tukang OH 0.020 60,000.00 1,200.00 - Mandor OH 0.001 70,000.00 70.00 Rp 13,210.00

bh - Grendel biasa Total HSP Rp 38,710.00

1 set - Handle jendelaa. Bahan - Handle jendela set 1.000 102,000.00 102,000.00 Rp 102,000.00


set - Handle jendela Total HSP Rp 135,025.00

PARTISI DAN PLAFOND GYPSUM - KALSIBOARD1 m2 - Pasangan Partisi Gypsum 12 mm , rangka Metal Stud___( 2 sisi )a. Bahan - Rangka Metal Stud m3 0.015 45,900.00 706.86

- Gypsum tebal 12 mm lembar 0.347 88,740.00 30,810.53 - Paku Sekrup bh. 28.000 153.00 4,284.00

Rp 35,801.39


- Penambahan GlassWool m2 1.000 15,300.00 15,300.00 Rp 23,250.00 ( lapisan Kedap Suara )

m2 - Pasangan Partisi Gypsum 12 mm , rangka Metal Stud Total HSP Rp 98,801.00 di bulatkan Rp 98,800.00

1 m2 - Pasangan Partisi Gypsum 12 mm , rangka Metal Stud___( 1 sisi )a. Bahan - Rangka Metal Stud m3 0.015 45,900.00 706.86

- Gypsum tebal 12 mm ( 1 sisi ) lembar 0.174 88,740.00 15,405.26 - Paku Sekrup bh. 28.000 153.00 4,284.00

Rp 20,396.12


- Penambahan GlassWool m2 1.000 15,300.00 15,300.00 Rp 23,250.00 ( lapisan Kedap Suara )

m2 - Pasangan Partisi Gypsum 12 mm , rangka Metal Stud Total HSP Rp 83,396.00 di bulatkan Rp 83,300.00

1 m² Langit - langit gypsum board, tebal 9 mm + rangka metal furinga. Bahan - Plasterboard 9 mm m2 1.000 23,460.00 23,460.00

- Metal Furing m'. 2.400 7,650.00 18,360.00 C Channel m'. 0.800 7,650.00 6,120.00

400 mm Angle Section m'. 0.400 3,570.00 1,428.00 1200 mm Saddle Clip pcs 1.920 765.00 1,468.80 1200 mm Suspension Bracket pcs 0.640 459.00 293.76

Threaded Rod pcs 0.640 4,590.00 2,937.60 Sffit Cleat pcs 0.640 663.00 424.32 Jointing Coumpound kg 0.300 3,060.00 918.00 Joint Tape m'. 0.840 255.00 214.20 Screw pcs 11.200 153.00 1,713.60 57,338.28

b. Tenaga :- Pekerja LOT 1.000 12,000.00 12,000.00 12,000.00

1 m² Langit - langit gypsum board, tebal 9 mm + rangka me Total HSP Rp 69,338.00 di bulatkan Rp 69,300.00


1 m² Langit - langit KALSI board, tebal 9 mm + rangka metal furinga. Bahan - KALSI board 9 mm m2 1.000 57,120.00 57,120.00

- Metal Furing m'. 2.400 7,650.00 18,360.00 C Channel m'. 0.800 7,650.00 6,120.00

400 mm Angle Section m'. 0.400 3,570.00 1,428.00 1200 mm Saddle Clip pcs 1.920 765.00 1,468.80 1200 mm Suspension Bracket pcs 0.640 459.00 293.76

Threaded Rod pcs 0.640 4,590.00 2,937.60 Sffit Cleat pcs 0.640 663.00 424.32 Jointing Coumpound kg 0.300 3,060.00 918.00 Joint Tape m'. 0.840 255.00 214.20 Screw pcs 11.200 153.00 1,713.60 90,998.28

b. Tenaga :- Pekerja LOT 1.000 12,000.00 12,000.00 12,000.00

1 m² Langit - langit KALSI board, tebal 9 mm + rangka met Total HSP Rp 102,998.00 di bulatkan Rp 102,900.00

1 m1 - List plafond gypsuma. Bahan - List gypsum m1 1.050 15,300.00 16,065.00

- Paku kg 0.010 12,240.00 122.40 Rp 16,187.40

b. Tenaga :- Pekerja OH 0.060 47,000.00 2,820.00 - Tukang kayu OH 0.060 55,000.00 3,300.00 - Kepala tukang OH 0.006 60,000.00 360.00 - Mandor OH 0.003 70,000.00 210.00 Rp 6,690.00

m1 - List plafond gypsum Total HSP Rp 22,877.00 di bulatkan Rp 22,800.00

Dinding Multipleks lapis Sungkai,fin. Melamin 1 1 m2 Pemasangan Dinding Sketsel ( Double Teakwood rangka Kamper )a. Bahan - Kayu Kamper Usuk m3 0.015 5,000,000.00 77,000.00

- Multipleks 9 mm lembar 0.347 96,900.00 33,645.83 - Sungkai lembar 0.347 127,500.00 44,270.83 - Paku kg. 0.050 12,240.00 612.00

Rp 155,528.67


SubTotal 1 Rp 195,278.67

Finishing Melamin Sungkai SubTotal 2 Rp 99,400.00 1 m2 Pemasangan Dinding Sketsel ( Double Teakwood r Total HSP Rp 294,678.67

di bulatkan Rp 294,600.00

WATERPROOFING1 m2 - Pelapisan Waterprofinga. Bahan - Waterprofing Kg 0.350 25,500.00 8,925.00

- Serat Fiber m2 1.000 3,570.00 3,570.00 Rp 12,495.00

b. Tenaga :- Pekerja OH 0.050 47,000.00 2,350.00 - Tukang Cat OH 0.075 55,000.00 4,125.00 - Kepala tukang OH 0.008 60,000.00 450.00 - Mandor OH 0.003 70,000.00 175.00 Rp 7,100.00

m2 - Pelapisan Waterprofing Total HSP Rp 19,595.00 di bulatkan Rp 19,500.00

PEMASANGAN ATAP CMS1 m2 PEMASANGAN ATAP CMS ex. Trimdek Bluescoop tebal 0,45 mm

Atap CMS m2 1.100 117,300.00 129,030.00 assesories % 5.000 129,030.00 6,451.50 upah pasang m2 1.000 7,140.00 7,140.00

m2 PEMASANGAN ATAP CMS ex. Trimdek Bluescoop te Total HSP Rp 142,621.50 Rp 142,600.00


BETON BERTULANG SEDERHANA1 m3 - Beton bertulang (STRUKTUR SEDERHANA)

(PONDASI ; BALOK LATEI ; RINGBALK ; RING GEWEL ; KONSOL)a. Bahan - Kayu hutan papan meranti m3 0.200 3,000,000.00 600,000.00

- Paku kg 1.500 12,240.00 18,360.00 - Besi beton kg 157.500 8,262.00 1,301,265.00 - Bendrat kg 2.250 12,750.00 28,687.50 - Semen / PC (40 kg) zak 8.400 45,900.00 385,560.00 - Pasir beton m3 0.540 117,300.00 63,342.00 - Koral beton m3 0.810 153,000.00 123,930.00 - Minyak bekisting ltr 0.400 7,650.00 3,060.00 2,524,204.50

b. Tenaga :- Pekerja OH 5.300 47,000.00 249,100.00 - Tukang batu OH 0.275 55,000.00 15,125.00 - Tukang kayu OH 1.300 55,000.00 71,500.00 - Tukang besi OH 1.050 55,000.00 57,750.00 - Kepala tukang OH 0.262 60,000.00 15,720.00 - Mandor OH 0.265 70,000.00 18,550.00 Rp 427,745.00

m3 - Beton bertulang (STRUKTUR SEDERHANA) Total HSP Rp 2,951,950.00

PAGAR BESI / ORNAMEN BESI ARSITEKTURAL/TERALIS1 m2 - Pagar besia. Bahan - Besi beton kg 8.730 8,262.00 72,127.26

- Pipa GI Medium Ø 2" ljr 0.500 330,000.00 165,000.00 - Kawat las kg 1.200 20,000.00 24,000.00 Rp 261,127.26

b. Tenaga :- Pekerja OH 1.670 47,000.00 78,490.00 - Tukang besi OH 1.670 55,000.00 91,850.00 - Kepala tukang OH 0.167 60,000.00 10,020.00 - Mandor OH 0.083 70,000.00 5,810.00 Rp 186,170.00

m2 - Pagar besi Total HSP Rp 447,297.00

PEKERJAAN LANSEKAP1 m1 - Kansteen betona. Bahan - Kansteen beton m1 1.000 17,340.00 17,340.00

- Semen / PC (40 kg) zak 0.131 45,900.00 6,012.90 - Pasir pasang m3 0.018 117,300.00 2,111.40 Rp 25,464.30


m1 - Kansteen beton Total HSP Rp 46,714.00

1 m2 - Paving betona. Bahan - Paving beton m2 1.000 96,900.00 96,900.00

- Pasir urug m3 0.100 81,600.00 8,160.00 Rp 105,060.00


m2 - Paving beton Total HSP Rp 126,310.00

1 m2 - GRASS BLOK , tebal 8 cma. Bahan - GRASS BLOK m2 7.400 35,000.00 259,000.00

- Pasir urug m3 0.100 81,600.00 8,160.00 Rp 267,160.00


m2 - GRASS BLOK , tebal 8 cm Total HSP Rp 288,410.00

1 m3 - Urugan tanah TANAMa. Bahan - Tanah TANAM m3 1.200 70,000.00 84,000.00 Rp 84,000.00

b. Tenaga :- Pekerja OH 0.300 47,000.00 14,100.00 - Mandor OH 0.010 70,000.00 700.00 Rp 14,800.00

m3 - Urugan tanah TANAM Total HSP Rp 98,800.00

K674

Raja Pentol: Info pasar AGUSTUS


ATAP CMSATAP CMS

1 m2 - Penutup atap CMSa. Bahan - CMS tebal 4,5 mm m2 1.1000 117,300.00 129,030.00

- alat bantu % 15.0000 129,030.00 19,354.50 Rp 148,384.50

b. Tenaga :- Upah Pasang ls 1.0000 7,000.00 7,000.00 Rp 7,000.00

m2 - Penutup atap CMS Total HSP Rp 155,384.50 di bulatkan Rp 155,300.00

RELLING TANGGA BESI1 m1 - RELLING TANGGAa. Bahan - Besi beton kg 8.730 8,262.00 72,127.26

- Pipa GI Medium Ø 2" ljr 0.500 330,000.00 165,000.00 Rp 261,127.26 Kawat las kg 1.200 20,000.00 24,000.00


m1 - RELLING TANGGA Total HSP Rp 447,297.00 PENGECATAN m2 1.000 9,000.00 9,000.00

Total HSP Rp 456,297.00 di bulatkan Rp 456,000.00

TALANG BJLS 301 m1 - Talang seng BJLS 30a. Bahan - Seng plat lbr 1.050 60,000.00 63,000.00

- Paku kg 0.015 12,240.00 183.60 - Kayu hutan papan m3 0.019 3,000,000.00 57,000.00 Rp 120,183.60

b. Tenaga :- Pekerja OH 0.200 47,000.00 9,400.00 - Tukang OH 0.400 55,000.00 22,000.00 - Kepala tukang OH 0.025 60,000.00 1,500.00 - Mandor OH 0.010 70,000.00 700.00 Rp 33,600.00

m1 - Talang seng BJLS 30 Total HSP Rp 153,784.00

SANITAIRPEKERJAAN SANITAIR Sumber : RSNI T-12-2002 , Sesuai KEPMEN nomer 11 / KPTS /M /20006.1 Memasang 1 buah kloset duduk / Duoblok

6,1,1 BahanKloset duduk / monoblok Bh 1.0000 Rp 1,700,000.00 1,700,000.00 Perlengkapan 6% Harga kloset Rp 1,700,000.00 1,700,000.00

Jumlah (1) Rp 3,400,000.00 Tenaga

Pekerja Org 3.3000 47,000.00 155,100.00 Tukang Pipa Org 1.1000 55,000.00 60,500.00 Kepala tukang Org 0.0010 60,000.00 60.00 Mandor Org 0.1600 70,000.00 11,200.00

Jumlah (2) Rp 226,860.00 Jumlah (1) + (2) Rp 3,626,860.00 Dibulatkan Rp 3,626,860.00

1 Memasang 1 buah wastafel a. Bahan - Wastafel Bh 1.0000 1,200,000.00 1,200,000.00 2,437,893.00

Perlengkapan 12% Harga kloset 1,200,000.00 1,200,000.00 Semen abu - abu Kg 6.0000 6,120.00 36,720.00 Pasir pasang M³ 0.0100 117,300.00 1,173.00

b. Tenaga - Pekerja OH 1.2000 47,000.00 56,400.00 - Tukang besi OH 1.4500 55,000.00 79,750.00 - Kepala tukang OH 0.1500 60,000.00 9,000.00 - Mandor OH 0.1000 70,000.00 7,000.00 Rp 152,150.00

Total HSP Rp 2,590,043.00 Dibulatkan Rp 2,590,040.00

1 Memasang 1 buah SINK STAINLESS a. Bahan - Bak cuci stainless steel 1.00 Bh 400,000.00 400,000.00 600,000.00

Water drain + asesories 1.00 Set 200,000.00 200,000.00

b. Tenaga - Pekerja OH 47,000.00 - - Tukang besi OH 0.3000 55,000.00 16,500.00 - Kepala tukang OH 0.0300 60,000.00 1,800.00 - Mandor OH 70,000.00 - Rp 18,300.00

Total HSP Rp 618,300.00 Dibulatkan Rp 618,300.00


1 Memasang 1 buah URINOIR a. Bahan - Urinoir 1.00 Bh 1,300,000.00 1,300,000.00 1,438,058.00

Perlengkapan 10% Harga urinoir 1,300,000.00 130,000.00 Semen portland 6.00 Kg 1,147.50 6,885.00 Pasir pasang 0.01 M³ 117,300.00 1,173.00


Total HSP Rp 1,553,058.00 Dibulatkan Rp 1,553,050.00

1 Memasang DEVIDER URINOIR a. Bahan - devider Urinoir Bh 1.0000 350,000.00 350,000.00 385,000.00

assesories % 10.0000 350,000.00 35,000.00

b. Tenaga - Pekerja OH 47,000.00 - - Tukang besi OH 0.1000 55,000.00 5,500.00 - Kepala tukang OH 0.0100 60,000.00 600.00 - Mandor OH 70,000.00 - Rp 6,100.00


1 Memasang 1 bh kran diameter ¾" atau ½" a. Bahan - Kran air Bh 1.0000 75,000.00 75,000.00 77,500.00

Seal tape Bh 0.0250 2,500.00 2,500.00



1 Memasang 1 bh kran diameter ¾" atau ½" PANAS DINGIN termasuk SHOWER a. Bahan - Kran air Bh 1.0000 150,000.00 150,000.00 152,500.00

Seal tape Bh 0.0250 2,500.00 2,500.00



1 Memasang 1 bh kran ANGSA diameter ¾" atau ½" a. Bahan - Kran air Bh 1.0000 75,000.00 75,000.00 77,500.00

Seal tape Bh 0.0250 2,500.00 2,500.00



1 Memasang 1 bh FLOOR DRAIN a. Bahan - Floor drain Bh 1.0000 75,000.00 75,000.00 75,000.00



1 Memasang 1 buah wastafel a. Bahan - SINK STAINLESS STEEL Bh 1.0000 400,000.00 400,000.00 837,893.00

Perlengkapan 12% Harga kloset 400,000.00 400,000.00 Semen abu - abu Kg 6.0000 6,120.00 36,720.00 Pasir pasang M³ 0.0100 117,300.00 1,173.00



K773

Raja Pentol: HARGA MASIH KIRA-KIRA


1 Memasang 1 buah Washlet Closet a. Bahan - Washlet Closet Bh 1.0000 150,000.00 150,000.00 152,500.00

Seal tape Bh 0.0250 2,500.00 2,500.00



BoQ Arsitek - Office_Hal. 65 dari 66

RENCANA ANGGARAN BIAYA

Kegiatan Pembangunan Pos Jaga

Lokasi

TA.

NO JENIS PEKERJAAN VOLUME SATUAN HARGA JUMLAH

(Rp) (Rp)

A PEKERJAAN PERSIAPAN

1 Pembersihan Lokasi 5.94 m2 8,200.00 48,708.00

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

48,708.00

B PEKERJAAN TANAH

1 Galian 1.84 m3 37,000.00 67,932.00

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

67,932.00

C PEKERJAAN PONDASI

1 Batu Putih 1.84 m3 405,035.40 743,644.99

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

743,644.99

D PEKERJAAN BETON

1 Kolom Praktis 15X15 0.33 m3 1,500,000.00 502,132.50

2 Ring Balk 15x15 0.23 m3 1,500,000.00 344,250.00

3 Balok Latei 15x15 0.23 m3 1,500,000.00 344,250.00

4 Plat kanopi t= 8cm 0.18 m3 1,500,000.00 264,000.00

5 Sloof 15X20 0.31 m3 1,500,000.00 459,000.00

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

1,913,632.50

E PEKERJAAN PASANGAN

1 Batu merah 1/2 bata 1 : 5 28.20 m2 50,234.00 1,416,689.22

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

1,416,689.22

F PEKERJAAN PLESTERAN

1 Plesteran bata 1:4 60.80 m2 18,217.00 1,107,593.60

2 Acian 60.80 m2 15,934.40 968,811.52

3 Benangan/tali air 109.34 m' 5,786.23 632,677.96

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

2,709,083.08

G PEKERJAAN PELAPIS LANTAI - DINDING

1 Lantai Keramik 30X30 5.94 m2 58,118.05 345,221.21

2 Dinding Keramik 30x30 7.52 m2 61,317.89 461,110.52

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

806,331.72

H PEKERJAAN KUSEN - DAUN PINTU

1 Kusen Pintu Meranti 0.05 m3 2,424,012.00 109,080.54

2 Daun Pintu Rangka Meranti Lapis Double Playwood 1.68 m2 198,994.46 334,310.70

3 Daun Jendela Aluminium Lengkap Assesories 2.00 unit 326,040.80 652,081.60

4 Jendela Nako 0.69 m2 131,771.20 90,922.13

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

1,186,394.97

BoQ Arsitek - Office_Hal. 66 dari 66

NO JENIS PEKERJAAN VOLUME SATUAN HARGA JUMLAH

(Rp) (Rp)

G PEKERJAAN PLAFOND

1 Plafond Eternit 5.94 m2 47,410.22 281,616.73

3 List Plafond 10.20 m' 3,093.25 31,551.15

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

313,167.88

H PEKERJAAN ATAP

1 Penutup Atap Esbes Gelombang Kecil 9.66 m2 26,795.00 258,839.70

2 Rangka Kuda2 Kayu 6/12 0.05 m3 2,578,268.00 128,088.35

3 Lisplank 13.00 m' 23,186.00 301,418.00

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

688,346.05

G PEKERJAAN CAT DAN FINISHING

1 Cat Tembok 60.80 m2 9,547.00 580,491.97

2 Cat Plafond 5.94 m2 7,637.60 45,367.34

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

625,859.31

H PEKERJAAN ELEKTRIKAL

1 Pasang Lampu Fitting 11 watt 5.00 ttk 156,120.00 780,600.00

2 Pasang Stop Kontak 2.00 ttk 23,556.24 47,112.48

3 Pasang Saklar Ganda 1.00 ttk 23,364.24 23,364.24

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

851,076.72

Total 11,370,866.45

110535875-pos-jaga

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