BoQ Bandara

DAFTAR HARGA SATUAN BAHANPAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU

NO U R A I A N SATUAN KET

STRUKTUR DAN ARSITEKTUR

1 Portland cement (50 kg) zak 55,000.00

2 Semen warna kg 1,500.00

3 Pasir pasang m3 85,000.00

4 Pasir beton m3 90,000.00

5 Pasir Urug m3 60,000.00

6 Tanah timbun / Merah di datangkan m3 15,000.00

7 Kerikil m3 100,000.00

8 Batu belah m3 120,000.00

9 Split pecah mesin 2/3 m3 185,000.00

10 Air ltr 100.00

11 Readymix K-350 m3 590,000.00

12 Readymix K-250 m3 525,000.00

13 Ready Mix K-225 m3 490,000.00

14 Readymix K-175 m3 425,000.00

15 Readymix K-125 m3 300,000.00

16 Besi beton kg 9,800.00

17 Kawat beton kg 18,500.00

18 Besi siku kg 12,800.00

19 Besi WF kg 12,800.00

20 Besi UNP kg 12,800.00

21 Bata merah bh 500.00

22 Keramik 40x40 KW 1 m2 40,000.00

23 Keramik 30x30 KW 1 m2 43,000.00

24 Keramik 20x25 KW 1 m2 45,000.00

25 Keramik 20x20 KW 1 m2 45,000.00

26 Keramik 10x40 KW 1 m1 10,000.00

27 Keramik 10x30 KW 1 m1 12,000.00

28 Nosing keramik 10x30 bh 7,500.00

29 Marmer m2 120,000.00

30 Karpet m2 60,000.00

31 Waterproofing membran roll 550,000.00

32 Waterproofing Pail 350,000.00

33 Kayu Klas I m3 5,750,000.00

34 Broti ( kayu klas III) m3 3,250,000.00

35 Balok Kayu Sembarang m3 3,000,000.00

36 btg 15,000.00

37 Papan m2 56,000.00

38 Kayu balok Kamper Medan m3 3,250,000.00

39 Multiplex/ Taekwood 9 mm lbr 105,000.00

40 Multiplex 12mm lbr 120,000.00

41 Paku kg 10,000.00

42 Minyak Bekisting ltr 5,000.00

43 Formtie/Penjaga jarak bekisting btg 5,000.00

44 Plamir tembok kg 12,000.00

45 Rol cat bh 8,000.00

46 Ampelas lbr 500.00

HARGA SATUAN

( Rp )

Kayu dolken/Laut Ø 3"-4"/4 m


NO U R A I A N SATUAN KET HARGA

SATUAN ( Rp )

47 Meni kayu kg 12,000.00

48 Cat kayu kg 25,000.00

49 Cat tembok Interior kg 22,000.00

50 Cat tembok Eksterior kg 24,000.00

51 Cat Minyak m2 25,000.00

52 Minyak cat ltr 15,000.00

53 Kuas bh 2,000.00

54 Dempul kasar kg 18,000.00

55 Wood filler kg 18,000.00

56 Oker putih kg 1,300.00

57 Oker warna kg 1,300.00

58 Batu apung kg 10,000.00

59 Sirlax kg 8,000.00

60 Kwas 3" bh 5,000.00

61 Spiritus ltr 15,000.00

62 Door Closer (DC) bh 250,000.00

63 Door Stop (DS) bh 35,000.00

64 Kunci bh 250,000.00

65 Cylinder Lock (CL) bh 125,000.00

66 Lockset bh 250,000.00

67 Engsel 4" bh 12,000.00

68 Engsel jendela bh 8,000.00

69 Engsel pintu ps 12,000.00

70 Handle (HD) bh 150,000.00

71 Pull Handle (PH) bh 190,000.00

72 Pull Handle (Handle Frameless) pair 220,000.00

73 Aluminium Frame Window (AW) m1 45,000.00

74 Spring knip bh 10,000.00

75 Kait angin bh 10,000.00

76 Kaca es tebal 5 mm m2 160,000.00

77 Kaca Tempered polos 8mm m2 410,000.00

78 Kaca clear 5 mm m2 110,000.00

79 Kaca Reflective polos 8mm m2 220,000.00

80 Kaca Tempered polos 12mm m2 492,000.00

81 Stainless steel (SST) m2 450,000.00

82 Floor hinges bh 450,000.00

83 Patch fiting bh 180,000.00

84 Pintu besi m2 1,300,000.00

85 Pintu panel kayu m2 410,000.00

86 Rolling door m2 435,000.00

87 Wire mesh M-4 m2 30,000.00

88 Wire mesh M-4 lbr 375,000.00

89 Profil alumunium m 8,000.00

90 Kawat ø 4 mm kg 13,000.00

91 Kawat ayam 3 mm m2 10,000.00

92 Ramset bh 700.00

93 Akustik board lbr 70,000.00

94 Gypsum board 12 mm lbr 85,000.00



SATUAN ( Rp )

95 Kalsium silikat board 6 mm m2 62,000.00

96 Kalsium silikat board 15 mm m2 125,000.00

97 Plafon alumunium m2 284,000.00

98 List plafon gypsum m1 12,500.00

99 Paku sekrup kg 18,000.00

100 Roof drain cast iron dia. 4" unit 200,000.00

101 Hollow 40x40 btg 75,000.00

102 Alumunium composite panel tebal 4 mm m2 313,000.00

103 Sealent m1 5,000.00

104 Urinal type moslem set 3,700,000.00

105 Wastafel L 521 V1A ex. Toto set 1,261,000.00

106 Closet duduk CW 660 J / SW 660 J ex. Toto set 1,550,000.00

107 Shower Spray THX 20 NPIV, ex. Toto + Accessories Unit 159,000.00

108 Floor Drain TX 1 AV1, ex. Toto Unit 100,000.00

109 Paper Holder TX 703 AESV1, ex. Toto Unit 90,000.00

110 Tempat Sampah ( Waste Reeptacles ) Unit 300,000.00

111 Penggantung ( Hook ) TS 118 WS, ex. Toto Unit 75,000.00

112 Soap Holder S 6 N, ex. Toto Unit 65,000.00

113 Bak Cuci Piring 1 Lobang Stainless Steel Unit 500,000.00

114 Cermin + Rangka Stainless Steel, t=6mm, uk. 60x105 cm Unit 1,350,000.00

115 Kran Air T 23 B13 V7N ex. Toto Unit 150,000.00

116 Kran Air Leher Angsa Lokal Unit 205,000.00

117 Handrail pipa BSP Ø 2" m1 118,000.00

118 Pantry Kabinet m2 350,000.00

119 Horizontal railling pipa BSP Ø 1 1/2" m1 93,000.00

120 Vertikal railling pipa BSP Ø 1 1/2" m1 93,000.00

121 Grouting ttk 60,000.00

122 Raised floor m2 1,044,000.00

123 Vinil tyle bh 10,000.00

124 Rubber m2 15,000.00

125 Pipa Besi dia. 60-80 mm m1 25,000.00

126 Spandex t : 0,4 mm zincalume m2 85,000.00

127 Kawat las kg 12,000.00

128 Glass wool t : 5 cm roll 398,000.00

129 Glass wool 64 kg/m3 roll 1,421,000.00

130 Alumunium foil single sided roll 369,000.00

131 Alumunium foil m2 6,000.00

132 Floor Hardener Type Metalik Kg 35,000.00

133 Insulasi steroform tebal 4 cm m2 7,500.00

134 Fitting PVC dia. 50 mm m1 12,000.00

135 Pipa PVC AW dia. 4" m1 65,000.00

136 Plat Besi Baja t= 5mm m1 267,000.00

137 Bensin Ltr 4,600.00

138 Solar Ltr 5,100.00

ELEKTRIKAL

1 TL 2 x 36 watt TKI inbow + Mirror Reflector standar unit 180,000.00

2 TL 1 x 36 watt Balk unit 285,000.00



SATUAN ( Rp )

3 Battery nicad unit 739,000.00

4 Down Light PLC 2 x 26 watt Unit 165,000.00

5 Sakelar tunggal Unit 10,500.00

6 Inbow doos Unit 750.00

7 Stop kontak Daya 300 watt Unit 18,500.00

8 Pipa konduit high impact dia. 20 mm m' 2,000.00

9 Tee doos unit 1,000.00

10 Klem pipa unit 2,000.00

11 Klem Kabel bh 600.00

12 Kabel Ties lot 400.00

13 Kabel NYY , 4 x 6 mm2 m' 22,500.00

14 Kabel NYY , 4 x 10 mm2 m' 32,500.00

15 Kabel NYY , 4 x 16 mm2 m' 42,500.00

16 Kabel NYY , 4 x 25 mm2 m' 75,000.00

17 Kabel NYY , 4 x 35 mm2 m' 90,000.00

18 Kabel NYY, 4 x 50 mm2 m' 152,000.00

19 Kabel NYY, 4 x 70 mm2 m' 175,500.00

20 Kabel NYY, 4 x 95 mm2 m' 215,000.00

21 Kabel NYY , 4 x 120 mm2 m' 275,000.00

22 Kabel NYY , 4 x 300 mm2 m' 650,000.00

23 Kabel NYY, 3x1x(1x185 mm2) m' 330,000.00

24 Kabel NYY,1x(1x185 mm2) m' 110,000.00

25 Kabel NYY, 3x2x(1x185 mm2) m' 630,000.00

26 Kabel NYY,2x(1x185 mm2) m' 210,000.00

27 Kabel NYY, 3x1x(1x300 mm2) m' 435,000.00

28 Kabel NYY,1x(1x300 mm2) m' 145,000.00

29 Kabel NYFGBY, 3x1x(1x300 mm2) m' 700,000.00

30 Kabel NYFGBY, 3x2x(1x300 mm2) m' 1,171,000.00

31 Kabel NYFGBY, 2x(1x300 mm2) m' 390,000.00





36 Kabel NYFGBY, 4x25 mm2 m' 65,000.00

37 Tray 600 x 100 mm m' 332,000.00

38 Jointing ( elbow, tee dan socket ) Lot 49,000.00

39 Gantungan tray Lot 39,000.00

40 Tray 400 x 100 mm m' 253,000.00

41 Jointing ( elbow, tee dan socket ) Lot 38,000.00

42 Gantungan tray Lot 39,000.00

43 Pilot Lamp + Fuse set 60,000.00

44 VSS set 190,000.00

45 Box Panel + Cu.Bar + Wiring

- Bangunan Incenerator

Panel Peralatan Mekanikal Pompa Priority Incinerator lot 7,550,000.00

Panel Penerangan lot 7,550,000.00

- Bangunan STP

Panel 1 Peralatan Mekanikal Priority STP ( Booster ) lot 7,550,000.00



SATUAN ( Rp )


Panel PeralatanMekanikal Priority STP lot 6,040,000.00

Panel Peralatan Mekanikal Pompa Priority STP lot 3,355,560.00

Gearbox Panel Peralatan Mekanikal Pompa Priority lot 7,550,000.00


Panel Peralatan Mekanikal Pompa Priority lot 3,775,000.00


Panel Peralatan Makanikal Pompa Priority STP lot 3,775,000.00


- Bangunan WTP

Panel Peralatan Mekanikal Priority Water Treatment Plan lot 6,040,000.00



Panel 1 Peralatan Mekanikal Pompa Priority lot 7,550,000.00






- Bangunan Pompa Banjir

Panel Peralatan Mekanikal Non Priority Rumah Pompa Ban lot 11,325,000.00

Panel Peralatan Mekanikal Pompa Non Priority Rumah lot 11,325,000.00


Panel 8 Penerangan lot 7,550,000.00

- Bangunan Pompa Air Bersih

Panel Peralatan Mekanikal Pompa Non Priority Rumah Pom lot 7,550,000.00

Panel Peralatan Mekanikal Pompa Non Priority Rumah Po lot 6,300,000.00


46 System Pentanahan

- Panel Peralatan Mekanikal lot 5,350,000.00

- Panel Penerangan lot 1,257,500.00

- Gearbox Panel Peralatan Mekanikal lot 5,350,000.00

47 Accessories ( Termination, Labeling, etc )

- Bangunan Incenerator

Panel Peralatan Mekanikal Pompa Priority Incinerator lot 1,450,000.00

Panel Penerangan lot 410,000.00

- Bangunan STP



Panel PeralatanMekanikal Priority STP lot 4,700,000.00

Panel Peralatan Mekanikal Pompa Priority STP lot 1,125,000.00





Panel Peralatan Makanikal Pompa Priority STP lot 1,500,000.00


- Bangunan WTP



SATUAN ( Rp )

Panel Peralatan Mekanikal Priority Water Treatment Plan lot 4,850,000.00









- Bangunan Pompa Banjir

Panel Peralatan Mekanikal Non Priority Rumah Pompa Ban lot 10,850,000.00



Panel 8 Penerangan lot 410,000.00

- Bangunan Pompa Air Bersih

Panel Peralatan Mekanikal Pompa Non Priority Rumah Pom lot 6,850,000.00

Panel Peralatan Mekanikal Pompa Non Priority Rumah Po lot 4,750,000.00


48 Ampere Meter buah 235,000.00

49 Volt Meter set 275,000.00

50 MCCB 20A, 36kA, 4P + Switch Disc. 20 A set 2,241,000.00

51 MCCB 20A, 36kA, 4P + Switch Disc. 40A set 2,230,000.00





56 MCCB 125A,50kA, 4P + Switch Disc. 125 A set 4,800,000.00



59 MCCB 400 A,50kA, 4P + Switch Disc. 400 A set 12,000,000.00













72 MCB 20A, 6kA, 2P + Switch RCCB 300 mA set 825,000.00

73 MCB 10A, 6kA, 2P + Switch RCCB 300 mA set 1,100,000.00



76 MCB 6A, 6kA, 2P + RCCB 300 mA set 656,000.00




SATUAN ( Rp )




81 MCCB 100A,50kA, 4P + RCCB 300 A set 5,400,000.00




85 MCCB 80A,50kA, 4P + RCCB 300 mA set 5,150,000.00

86 MCCB 125A,50kA, 4P + RCCB 300 mA set 6,400,000.00

87 MCCB 63A 50 Ka, 4P set 5,500,000.00

88 MCCB 80A, 50kA, 4P set 5,650,000.00

89 MCCB 400A, 50kA, 4P + RCCB set 12,500,000.00





94 MCB 40A 2P set 865,000.00

95 MCB 4A set 65,600.00

TELEPON

1 Juction box telephone Kap. 60 Pairs Unit 1,064,000.00

2 Path Panel Bh 1,500,000.00

3 Terminasi Lot 978,000.00

4 Juction box telephone Kap. 20 Pairs Unit 850,000.00

5 Path Panel Bh 550,000.00

6 Terminasi Lot 250,000.00

7 Kabel Fiber optic 24 core m' 75,000.00

8 Pipa sparring m' 7,500.00

9 Kabel Steel K-007, 20 x 2 x 0,8 mm m' 95,500.00

10 Kabel Steel K-002, 2 x 2 x 0,6 mm m' 80,000.00

11 Kabel m' 12,500.00


13 Assesoris lot 1,843,000.00

14 Klem pipa Bh 1,000.00

15 Outlet Telephone Bh 80,000.00

16 Inbow doos Bh 3,000.00

17 Handset Telephone Bh 350,000.00


19 Faceplate Outlet Kit, RJ 45 Outbow Bh 51,000.00

20 Inbow doos Bh 3,000.00

21 Modular Jack Cat 6 Bh 90,000.00

22 Patch Panel RJ45 Cat 6, 48 port Bh 1,850,000.00

23 Cat 6 Cable Assy, Patch Cord, 4 Feet, complete with boot Bh 225,000.00

24 Cat 6 Cable Assy, Patch Cord, 7 Feet, complete with boot Bh 295,000.00

25 Grounding Sistem maksimal 0,5 W Lot 1,050,000.00

26 Access Swich c/w Ethernet Switch 24 port 10/100 PoE por Lot 27,832,000.00

27 Memiliki kemampuan QoS Standart Diffserv

28 SFP GBIC 1000 Base-LX Lot 3,119,000.00

29 Wired Management unit 465,000.00



SATUAN ( Rp )

30 Supply & Install UTP Cat 6, 1 Node m' 9,000.00

MEKANIKAL

1 Gate Valve dia.20 mm bh 155,000.00

2 Gate Valve dia.32 mm bh 162,000.00

3 Pipa PVC Kelas 10 kg/cm2 dia.16 mm m 3,000.00



6 Pipa PVC Kelas 10 kg/cm2 dia. 32 mm m 5,000.00




10 Pipa Vent PVC Klas C dia. 25 mm m 3,400.00

11 Socket PVC drat luar dia. 32 mm bh 44,000.00

12 Socket PVC drat luar dia. 20 mm bh 25,000.00

13 Fitting PVC dia. 100 mm Lot 12,000.00







20 Fan Kap.1140 m3/h ( Wall Fan ) Unit 1,980,000.00

21 Fan Kap.360 m3/h ( Wall Fan ) Unit 1,650,000.00

22 Pembuatan manhole Unit 28,000.00

23 Instalasi kabel NYM 3 x 2,5 mm2 m 13,000.00

24 Pipa konduit high impact dia. 20 mm m 3,000.00

25 Tee doos bh 3,000.00

26 Klem pipa bh 2,000.00

27 Seal tape lot 7,500.00

28 Lem Pipa PVC bh 1,500.00

JALAN DAN PAGAR

1 Pagar BRC T-240 (Galvanized) panel 450,000.00

2 Tiang Pagar BRC (Galvanized) bh 425,000.00

3 Pintu Pagar T 285 (Galvanized) unit 3,250,000.00

4 Kawat Duri m1 43,600.00

5 Huruf t = 15 cm bh 150,000.00

EAST GATE

1 Dadap Merah / Coral Tree batang 100,000.00

2 Kamboja Kuning batang 200,000.00

3 Kelapa Sawit batang 685,000.00

Perdu

1 Daun Philo polibag 32,000.00

2 Pangkas Kuning polibag 6,000.00

3 Penutup Tanah

4 Kembang Kancing polibag 2,000.00

5 Plumbago polibag 2,750.00



SATUAN ( Rp )

6 Drasena polibag 31,000.00

7 Lili Brazil polibag 3,500.00

8 Beringin Putih polibag 40,000.00

9 Rumput Gajah m2 10,000.00

10 Simbang Darah polibag 7,500.00

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan

DAFTAR HARGA SATUAN UPAH

PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU

NO URAIAN SATUAN KET

1 Pekerja Hari 47,000.00

2 Tukang Hari 57,000.00

3 Kepala Tukang Hari 67,000.00

4 Mandor Hari 62,000.00

5 Operator Hari 67,000.00

6 Pembantu Operator Hari 47,000.00

7 Sopir Hari 67,000.00

8 Pembantu Sopir Hari 47,000.00

9 Mekanik Hari 72,000.00

10 Pembantu Mekanik Hari 47,000.00

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan

HARGA SATUAN (Rp.)

DAFTAR HARGA SATUAN ALAT


NO URAIAN SATUAN HARGA SATUAN KET

(Rp)

1 Excavator Jam 341,750.00

2 Wheel Loader Jam 329,000.00

3 Dump Truck 20 Ton Jam 175,450.00

4 Motor Grader Jam 316,750.00

5 Vibrator Roller Jam 233,600.00

6 Water Tank Truck Jam 115,875.00

7 Concrete vibrator jam 43,875.00

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan

DASAR ANALISA HARGA SATUAN PERALATAN


NO JENIS ALATHARGA SEWA

PER JAM PER HARI Ltr. / Jam

1 EXCAVATOR Rp 200,000.00 Rp 1,600,000.00 25.00 200.00 Rp 5,100.00 Rp 1,020,000.00 Rp 114,000.00 Rp 2,734,000.00 Rp 341,750.00

2 BULLDOZER Rp 210,000.00 Rp 1,680,000.00 30.00 240.00 Rp 5,100.00 Rp 1,224,000.00 Rp 114,000.00 Rp 3,018,000.00 Rp 377,250.00

3 WHEEL LOADER Rp 200,000.00 Rp 1,600,000.00 22.50 180.00 Rp 5,100.00 Rp 918,000.00 Rp 114,000.00 Rp 2,632,000.00 Rp 329,000.00

4 MOTOR GRADER Rp 175,000.00 Rp 1,400,000.00 25.00 200.00 Rp 5,100.00 Rp 1,020,000.00 Rp 114,000.00 Rp 2,534,000.00 Rp 316,750.00

5 VIBRATOR ROLLER Rp 125,000.00 Rp 1,000,000.00 18.50 148.00 Rp 5,100.00 Rp 754,800.00 Rp 114,000.00 Rp 1,868,800.00 Rp 233,600.00

6 DUMP TRUCK 20 TON Rp 100,000.00 Rp 800,000.00 12.00 96.00 Rp 5,100.00 Rp 489,600.00 Rp 114,000.00 Rp 1,403,600.00 Rp 175,450.00

7 PNEUMATIC TIRE ROLLER Rp 140,000.00 Rp 1,120,000.00 16.00 128.00 Rp 5,100.00 Rp 652,800.00 Rp 67,000.00 Rp 1,839,800.00 Rp 229,975.00

8 TANDEM ROLLER Rp 145,000.00 Rp 1,160,000.00 18.00 144.00 Rp 5,100.00 Rp 734,400.00 Rp 67,000.00 Rp 1,961,400.00 Rp 245,175.00

9 ASPHALT SPRAYER Rp 125,000.00 Rp 1,000,000.00 3.50 28.00 Rp 5,100.00 Rp 142,800.00 Rp 114,000.00 Rp 1,256,800.00 Rp 157,100.00

10 COMPRESSOR Rp 85,000.00 Rp 680,000.00 4.00 32.00 Rp 5,100.00 Rp 163,200.00 Rp 67,000.00 Rp 910,200.00 Rp 113,775.00

11 ASPHALT FINISHER Rp 145,000.00 Rp 1,160,000.00 30.00 240.00 Rp 5,100.00 Rp 1,224,000.00 Rp 67,000.00 Rp 2,451,000.00 Rp 306,375.00

12 WATER TANK TRUCK Rp 50,000.00 Rp 400,000.00 12.50 100.00 Rp 4,600.00 Rp 460,000.00 Rp 67,000.00 Rp 927,000.00 Rp 115,875.00

13 CONCRETE VIBRATOR Rp 15,000.00 Rp 120,000.00 5.00 40.00 Rp 4,600.00 Rp 184,000.00 Rp 47,000.00 Rp 351,000.00 Rp 43,875.00

14 GENSET Rp 55,000.00 Rp 440,000.00 8.00 64.00 Rp 4,600.00 Rp 294,400.00 Rp 67,000.00 Rp 801,400.00 Rp 100,175.00

15 AMP Rp1,590,000.00 Rp12,720,000.00 55.00 440.00 Rp 5,100.00 Rp 2,244,000.00 Rp 210,000.00 ### Rp 1,896,750.00

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

BBM YANG BUTUHPER HARI ( 8 JAM KERJA ) UPAH

OPERATORPER HARI

TOTAL BIAYAPER HARI( 8 JAM )

TOTAL BIAYAPER JAMVol. BBM

(liter)Harga per liter

(Rp)Biaya BBM per

Hari

Jabatan

J A D W A L P E L A K S A N A A N ( 2 4 0 H A R I K A L E N D E R )PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU

PT./ CV.

NO URAIAN PEKERJAAN

J A D W A L P E L A K S A N A A N ( 2 4 0 H A R I K A L E N D E R )KETERANGANBLN. 1 BLN. 2 BLN. 3 BLN. 4 BLN. 5 BLN. 6 BLN. 7 BLN. 8

MG-1 MG-2 MG-3 MG-4 MG-5 MG-6 MG-7 MG-8 MG-9 MG-10 MG-11 MG-12 MG-13 MG-14 MG-15 MG-16 MG-17 MG-18 MG-19 MG-20 MG-21 MG-22 MG-23 MG-24 MG-25 MG-26 MG-27 MG-28 MG-29 MG-30 MG-31 MG-32 MG-33 MG-34

M A

S A

P

E M

E L

I H

A R

A A

N 3 6

5 H

A R

I K

A L

E N

D E

R

I. PERSIAPAN 1.274 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.191 0.191 0.191 0.191 0.191 0.191 ###

II. BANGUNAN INCINERATOR

II.1 STRUKTUR 1.085 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.254 0.254 0.254 0.254

II.2 FINISHING 0.427 0.010 0.010 0.010 0.010 0.010 0.010 0.092 0.092 0.092 0.092

II.3 ELEKTRIKAL 0.300 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025

II.4 MEKANIKAL 0.043 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003

III. BANGUNAN STP75%

III.1 STRUKTUR 21.077 0.050 0.050 0.050 0.050 0.050 0.050 0.075 0.075 0.075 2.569 2.569 2.569 2.569 2.569 2.569 2.569 2.569

III.2 FINISHING 1.111 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069

III.3 ELEKTRIKAL 3.514 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.365 0.365 0.365 0.365 0.365 0.365 0.365 0.365 0.365

III.4 MEKANIKAL 0.038 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002

IV. BANGUNAN WTP

IV.1 STRUKTUR 4.481 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 0.015 1.444 1.444 1.444

IV.2 FINISHING 0.411 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032

IV.3 ELEKTRIKAL 2.052 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.390 0.390 0.390 0.390 0.390 50%

IV.4 MEKANIKAL 0.037 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002

V. BANGUNAN SUMPIT

V.1 STRUKTUR 1.867 0.500 0.500 0.500 0.250 0.250 0.250 (0.096) (0.096) (0.096) (0.096)

VI. BANGUNAN POMPA BANJIR

VI.1 STRUKTUR 6.027 0.025 0.025 0.025 0.025 0.025 0.025 0.035 0.035 0.035 1.154 1.154 1.154 1.154 1.154

VI.2 FINISHING 0.762 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.078 0.078 0.078 0.078

VI.3 ELEKTRIKAL 4.236 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.347 0.347 0.347 0.347 0.347 25%

VII. BANGUNAN POMPA AIR BERSIH

VII.1 STRUKTUR 6.921 0.050 0.050 0.050 0.050 0.050 0.050 0.075 0.075 0.075 0.075 1.264 1.264 1.264 1.264 1.264

VII.2 FINISHING 1.776 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118

VII.3 ELEKTRIKAL 2.517 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148

VII.4 MEKANIKAL 0.050 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003

VIII. PAGAR AIR SIDE 39.536 1.150 1.150 1.150 1.150 1.350 1.350 1.350 1.350 1.350 1.500 1.500 1.500 1.650 1.650 1.650 1.850 1.850 2.000 2.000 2.000 1.500 1.500 1.500 1.500 0.607 0.607 0.607 0.607 0.607

IX. EAST GATE 0.459 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0.051 0%

T O T A L B O B O T (%) 100.00

R E N C A N A P R O G R E S S (%) 0.020 0.048 0.098 0.123 0.148 1.380 1.414 1.658 1.683 2.014 2.014 4.403 4.549 6.382 6.588 7.043 5.600 5.750 5.760 4.349 4.158 5.206 4.990 4.988 4.349 3.900 2.746 2.377 2.151 1.099 0.753 0.753 0.753 0.753

R E N C A N A P R O G R E S S K U M U L A T I F (%) - 0.020 0.068 0.167 0.290 0.438 1.818 3.232 4.890 6.572 8.587 10.601 15.004 19.553 25.935 32.523 39.566 45.166 50.916 56.676 61.024 65.182 70.388 75.378 80.366 84.715 88.615 91.360 93.738 95.889 96.987 97.741 98.494 99.247 ###

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan

BOBOT (%)

J A D W A L P E L A K S A N A A N ( 2 4 0 H A R I K A L E N D E R )


PT./ CV.

NO URAIAN PEKERJAAN

J A D W A L P E L A K S A N A A N ( 2 4 0 H A R I K A L E N D E R )KETERANGANBLN. 1 BLN. 2 BLN. 3 BLN. 4 BLN. 5 BLN. 6 BLN. 7 BLN. 8

MG-1 MG-2 MG-3 MG-4 MG-5 MG-6 MG-7 MG-8 MG-9 MG-10 MG-11 MG-12 MG-13 MG-14 MG-15 MG-16 MG-17 MG-18 MG-19 MG-20 MG-21 MG-22 MG-23 MG-24 MG-25 MG-26 MG-27 MG-28 MG-29 MG-30 MG-31 MG-32 MG-33 MG-34

M A

S A

P

E M

E L

I H

A R

A A

N 3 6

5 H

A R

I K

A L

E N

D E

R

I. PERSIAPAN 1.274 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 0.067 ###


II.1 STRUKTUR 1.085 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099 0.099

II.2 FINISHING 0.427 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043 0.043

II.3 ELEKTRIKAL 0.300 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025

II.4 MEKANIKAL 0.043 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003

III. BANGUNAN STP75%

III.1 STRUKTUR 21.077 0.500 0.500 0.500 0.500 0.850 0.850 0.850 0.850 1.960 1.960 1.960 1.960 1.960 1.960 1.960 1.960

III.2 FINISHING 1.111 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069 0.069

III.3 ELEKTRIKAL 3.514 0.195 0.195 0.195 0.195 0.195 0.195 0.195 0.195 0.195 0.195 0.195 0.195 0.195 0.195 0.195 0.195 0.195 0.195

III.4 MEKANIKAL 0.038 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002

IV. BANGUNAN WTP

IV.1 STRUKTUR 4.481 0.345 0.345 0.345 0.345 0.345 0.345 0.345 0.345 0.345 0.345 0.345 0.345 0.345

IV.2 FINISHING 0.411 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032 0.032

IV.3 ELEKTRIKAL 2.052 0.137 0.137 0.137 0.137 0.137 0.137 0.137 0.137 0.137 0.137 0.137 0.137 0.137 0.137 0.137 50%

IV.4 MEKANIKAL 0.037 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002

V. BANGUNAN SUMPIT

V.1 STRUKTUR 1.867 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187 0.187


VI.1 STRUKTUR 6.027 0.430 0.430 0.430 0.430 0.430 0.430 0.430 0.430 0.430 0.430 0.430 0.430 0.430 0.430

VI.2 FINISHING 0.762 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.050 0.078 0.078 0.078 0.078

VI.3 ELEKTRIKAL 4.236 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.250 0.347 0.347 0.347 0.347 0.347 25%


VII.1 STRUKTUR 6.921 0.050 0.050 0.050 0.050 0.050 0.050 0.075 0.075 0.075 0.075 1.264 1.264 1.264 1.264 1.264

VII.2 FINISHING 1.776 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118 0.118

VII.3 ELEKTRIKAL 2.517 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148 0.148

VII.4 MEKANIKAL 0.050 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003 0.003

VIII. PAGAR AIR SIDE 39.536 1.363 1.363 1.363 1.363 1.363 1.363 1.363 1.500 1.500 1.500 1.500 1.500 1.750 1.750 1.750 1.750 1.750 1.750 2.100 2.100 2.100 2.100 0.513 0.513 0.513 0.513 0.513 0.513 0.513

IX. EAST GATE 0.459 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0.035 0%

T O T A L B O B O T (%) 100.00

R E N C A N A P R O G R E S S (%) 0.166 0.194 0.694 1.081 1.277 2.848 3.232 3.232 3.232 3.282 4.392 4.441 5.130 5.062 5.242 5.317 4.972 5.222 3.263 4.420 4.283 4.247 4.052 4.399 3.447 3.447 3.017 1.311 1.085 0.802 0.802 0.802 0.802 0.802

R E N C A N A P R O G R E S S K U M U L A T I (%) - 0.166 0.360 1.054 2.135 3.411 6.260 9.492 12.724 15.957 19.239 23.631 28.072 33.202 38.264 43.506 48.823 53.795 59.017 62.279 66.700 70.983 75.230 79.281 83.681 87.128 90.575 93.591 94.903 95.988 96.791 97.593 98.395 99.198 ###

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan

BOBOT (%)

SERAH TERIMA PEKERJAAN

BILL OF QUANTITY (BoQ)


GRAND REKAPITULASI - PAKET 6B

NO URAIAN PEKERJAANSUB TOTAL ESTIMASI BIAYA

( Rp ) ( Rp )

I. PERSIAPAN 385,250,000.00 385,250,000.00


II.1 STRUKTUR 328,119,921.54

II.2 FINISHING 129,225,354.80

II.3 ELEKTRIKAL 90,877,179.99

II.4 MEKANIKAL 12,928,923.00

SUB TOTAL - II 561,151,379.33

III. BANGUNAN STP

III.1 STRUKTUR 6,375,519,521.27

III.2 FINISHING 336,090,844.60

III.3 ELEKTRIKAL 1,062,937,943.00

III.4 MEKANIKAL 11,407,298.73

SUB TOTAL III 7,785,955,607.60

IV. BANGUNAN WTP

IV.1 STRUKTUR 1,355,308,056.15

IV.2 FINISHING 124,258,852.60

IV.3 ELEKTRIKAL 620,639,268.00

IV.4 MEKANIKAL 11,234,322.00

SUB TOTAL IV 2,111,440,498.75

V. BANGUNAN SUMPIT

V.1 STRUKTUR 564,858,804.75

SUB TOTAL V 564,858,804.75


VI.1 STRUKTUR 1,823,039,856.32

VI.2 FINISHING 230,445,934.96

VI.3 ELEKTRIKAL 1,281,307,210.00

SUB TOTAL VI 3,334,793,001.28


VII.1 STRUKTUR 2,093,644,621.49

VII.2 FINISHING 537,232,857.58

VII.3 ELEKTRIKAL 761,401,287.00

VII.4 MEKANIKAL 15,118,205.00

SUB TOTAL VII 3,407,396,971.07

VIII. PAGAR AIR SIDE 11,959,190,395.13 11,959,190,395.13

IX. EAST GATE 138,790,340.68 138,790,340.68

TOTAL I S/D IX 30,248,826,998.59

PPN - 10 % 3,024,882,699.86

TOTAL 33,273,709,698.44

DIBULATKAN 33,273,709,000.00

Terbilang : # Tiga puluh tiga milyar dua ratus tujuh puluh tiga juta tujuh ratus sembilan ribu rupiah #

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan



I. PEKERJAAN PERSIAPAN

No. Uraian Pekerjaan Satuan Volume Harga Satuan Jumlah Harga

(Rp) (Rp)

1 Mobilisasi & Demobilisasi alat berat ls 1.00 ### 108,000,000.00

2 Sewa Kantor Kontraktor , 100 M2 m2 100.00 1,200,000.00 120,000,000.00

3 Pengukuran Lapangan Sebelum , Selama dan ls 1.00 6,000,000.00 6,000,000.00

Sesudah Pelaksanaan

4 Sewa Barak kerja, 75 M2 m2 75.00 850,000.00 63,750,000.00

5 Utilitas ( Listrik / Telp & air kerja ) Bln 8.00 4,500,000.00 36,000,000.00

6 Jalan Kerja m' 500.00 30,000.00 15,000,000.00

7 Gambar Shop Drawing & Asbuilt Drawing ls 1.00 5,500,000.00 5,500,000.00

8 Asuransi ls 1.00 31,000,000.00 31,000,000.00

TOTAL 385,250,000.00

### 90.84% OK!

1,257,000.00 95.47% OK!

6,914,000.00 86.78% OK!

942,000.00 90.23% OK!

4,964,050.00 90.65% OK!

33,000.00 90.91% OK!

5,000,000.00 110.00% OK!

31,437,000.00 98.61% OK!



II.1 STRUKTUR BANGUNAN INCINERATOR


(Rp) (Rp)

A PEKERJAAN TANAH

1 Galian Tanah Pondasi m3 57.80 31,881.00 1,842,721.80

2 Timbunan Galian Pondasi m3 18.50 8,122.00 150,257.00

3 Timbunan peninggian tanah (70 cm) m3 177.60 48,005.00 8,525,688.00

4 Urugan Pasir bawah lantai (10 cm ) m3 12.60 102,256.00 1,288,425.60

5 Urugan pasir pondasi ( t = 10 cm ) m3 2.89 102,256.00 295,519.84

6 Urugan pasir rabat / selasar ( t = 10 cm ) m3 9.67 102,256.00 988,815.52

Harga Total 13,091,427.76

B PEKERJAAN BETON

Pondasi / Slope

1 Pondasi Telapak 1.6 x 1.6 ( K-350 ) m3 7.85 924,281.00 7,255,605.85

2 Besi Beton D13 ( K-350 ) kg 1,084.72 16,483.00 17,879,439.76

3 Slope 15 x 20 cm ( K-350 ) m3 3.39 924,281.00 3,133,312.59

4 Besi Beton D8 kg 374.33 16,483.00 6,170,081.39

5 Tie Beam 20 x 35 cm - TB1 ( K-350 ) m3 4.20 924,281.00 3,881,980.20

6 Besi Beton D8 ; D16 kg 717.81 16,483.00 11,831,662.23

7 Pondasi Batu Kali m3 30.51 285,534.00 8,711,642.34

Kolom

1 Kolom Struktur 30 x 30 cm ( K-350 ) m3 4.95 924,281.00 4,575,190.95

2 Besi Beton D8 ; D16 kg 1,223.33 16,483.00 20,164,148.39

Balok

1 Balok B1 25 x 40 cm ( K-350 ) m3 8.04 924,281.00 7,431,219.24

2 Besi Beton D8 ; D16 kg 1,052.68 16,483.00 17,351,324.44

Pelat

1 Lantai Dasar ( t = 12 cm ) ( K-350 ) m3 21.31 924,281.00 19,696,428.11

2 Besi Beton D8 kg 2,241.27 16,483.00 36,942,853.41

3 Pelat Atap ( t = 12 cm ) ( K-350 ) m3 24.71 924,281.00 22,838,983.51

4 Besi Beton D10 kg 3,045.31 16,483.00 50,195,844.73

5 Listplank Beton ( K-350 ) m3 7.19 924,281.00 6,645,580.39

6 Besi Beton D10 kg 902.75 16,483.00 14,880,028.25

7 Lantai Kerja ( K-125 ) m3 88.80 624,360.00 55,443,168.00

Harga Total 315,028,493.78

TOTAL HARGA II.1 328,119,921.54



II.2. FINISHING BANGUNAN INCINERATOR

No. Uraian Pekerjaan Volume Harga Satuan Jumlah Harga

(Rp) (Rp)

A. PEKERJAAN LANTAI DASAR

A.1 PEKERJAAN LANTAI

1 Pekerjaan Lantai Keramik heavy duty uk. 30 x 30 19.60 100,845.00 1,976,562.00

2 Pekerjaan Lantai Keramik heavy duty uk. 20 x 20 5.40 103,067.00 556,561.80

3 Pekerjaan Waterproofing termasuk Screed Pelindung (1:3) tebal 3 25.00 74,973.00 1,874,325.00

4 Pekerjaan Floor Hardener Color 154.00 110,921.00 17,081,834.00

5 Plint Keramik 10 x 40 cm m' 30.00 16,912.00 507,360.00

Total Harga 21,996,642.80

A.2 PEKERJAAN DINDING

1 Pasangan Dinding Bata 1 : 4 105.00 80,525.00 8,455,125.00

2 Pasangan Dinding Bata 1 : 2 ( Transraam ) 52.50 89,072.00 4,676,280.00

3 Pasangan dinding keramik 20 x 20 cm heavy duty 30.00 103,067.00 3,092,010.00

4 Pekerjaan Plesteran + Aci 1 : 2 210.00 36,318.00 7,626,780.00


6 Pekerjaan Kolom Praktis ( Beton K-225 ) m' 35.00 80,069.00 2,802,415.00

7 Pekerjaan Balok Lintoll dan Sill ( Beton K-225 ) m' 34.00 80,069.00 2,722,346.00

8 Finishing Cat Interior ( 2 lapis ) 150.00 25,765.00 3,864,750.00

9 Finishing Cat Eksterior ( 2 lapis ) 60.00 24,335.00 1,460,100.00


A.3 PEKERJAAN KUSEN ALUMUNIUM , PINTU DAN JENDELA

1 Kusen, Daun Pintu Jendela type AD 5 Unit 1.00 ### 5,973,916.00

2 Kusen, Daun Pintu Jendela type AD 7 Unit 1.00 ### 1,940,083.00

3 Kusen, Daun Jendela type AW 3 Unit 1.00 ### 3,138,316.00

4 Kusen, Daun Jendela type AW 5 Unit 1.00 930,671.00 930,671.00

5 Kusen, Daun Jendela type AW 6 Unit 4.00 349,922.00 1,399,688.00


A.4 PEKERJAAN PLAFOND

1 Pekerjaan Dak Beton dicat 192.00 46,283.00 8,886,336.00


A.5 PEKERJAAN TOILET DAN PANTRY

1 Kran Air T 23 B 13 V7N ex Toto Unit 1.00 150,000.00 150,000.00

2 Kran Air Leher Angsa Lokal Unit 1.00 205,000.00 205,000.00

3 Bak Cuci Piring 1 lobang stainles steel komplit Unit 1.00 500,000.00 500,000.00

4 Kloset duduk CW 660 J / SW 660 J ex.Toto + Accessories Unit 1.00 ### 1,745,125.00

5 Shower Spray THX 20 NPIV, ex. Toto + Accessories Unit 1.00 159,000.00 159,000.00

6 Floor Drain TX1 AV1 ex. Toto Unit 1.00 100,000.00 100,000.00

7 Paper holder TX 703 AESV1 ex. Toto Unit 1.00 90,000.00 90,000.00

8 Tempat sampah ( waste receptacles ) Unit 2.00 300,000.00 600,000.00

9 Penggantung ( Hook ) TS 118 WS ex. Toto Unit 1.00 75,000.00 75,000.00

10 Soap Holder s6nex. Toto Unit 1.00 65,000.00 65,000.00

11 Unit cermin Berangka Stainless Steel, t = 6mm, uk. 60 x 105 cm Unit 1.00 ### 1,350,000.00

12 Meja Beton + Finishing (westafel & pantry) 1.00 824,834.00 824,834.00


B PEKERJAAN ATAP / DAK BETON

1 Pekerjaan lapisan waterproofing 192.00 16,883.00 3,241,536.00

2 Pekerjaan Screed Lantai ( 1 : 3 ) + wiremesh + insulasi total teba 192.00 90,735.00 17,421,120.00

3 Pekerjaan Listplank beton m' 80.00 34,915.00 2,793,200.00

Satuan

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2



II.2. FINISHING BANGUNAN INCINERATOR


(Rp) (Rp) Satua

n

4 Roof drain cast iron dia. 4" Unit 10.00 200,000.00 2,000,000.00

5 Pekerjaan Talang air pipa PVC AW dia. 4" m' 67.00 132,823.00 8,899,141.00


TOTAL HARGA II.2. ###



II.3. ELEKTRIKAL BANGUNAN INCINERATOR


(Rp) (Rp)

I P A N E L

1 Panel Peralatan Mekanikal Pompa Priority Incinerator

Komplite Busbar, Grounding, A, V, Freq, Pilot Lamp.

1) Incoming

a. Kabel NYY, 4 x 50 mm2 meter 40.00 174,536.00 6,981,440.00

b. MCCB 80A, 50kA, 4P + Switch Disc. 80 A set 1.00 3,146,000.00 3,146,000.00

2) Outgoing

a. MCCB 25A, 36kA, 4P + Switch Disc. 40 A set 3.00 2,223,000.00 6,669,000.00

3) Pilot Lamp + Fuse set 3.00 60,000.00 180,000.00

4) VSS set 1.00 190,000.00 190,000.00

5) Box Panel + Cu.Bar + Wiring lot 1.00 7,550,000.00 7,550,000.00

6) System Pentanahan lot 1.00 5,350,000.00 5,350,000.00

7) Accessories ( Termination, Labeling, Etc ) lot 1.00 1,450,000.00 1,450,000.00

Sub Total 31,516,440.00

2 Panel Penerangan1) Incominga. MCB 40A 2P bh 1.00 865,000.00 865,000.00

b. NYY 4x10 mm2 m 20.00 47,652.00 953,040.00 2) Outgoinga. MCB 4A bh 5.00 65,600.00 328,000.00 3) Pilot Lamp + Fuse set 3.00 60,000.00 180,000.00 4) VSS set 1.00 190,000.00 190,000.00 5) Box Panel + Cu.Bar + Wiring lot 1.00 7,550,000.00 7,550,000.00 6) System Pentanahan lot 1.00 1,257,500.00 1,257,500.00 7) Accessories ( Termination, Labeling, Etc ) lot 1.00 410,000.00 410,000.00

Sub Total 11,733,540.00

Amature LampuTL 2 x 36 watt TKI inbow + Mirror reflector standar bh 6.00 219,291.00 1,315,746.00

Down Light PLC 2x26 watt bh 8.00 202,791.00 1,622,328.00

Stop Kontak Daya 300 watt bh 2.00 31,730.00 63,460.00

Sakelar Tunggal bh 4.00 22,930.00 91,720.00 Titik Instalasi Cahaya + Upah ttk 14.00 313,903.00 4,394,642.00 Titik Instalasi Stop Kontak + Upah ttk 2.00 479,139.00 958,278.00

Sub Total 8,446,174.00

II TELEPONTelepon Lantai Dasar- Instalasi Telephone- Wiring dari JB.TL -TX ke JB.TL-IC dengan Jelly Filled- Armoured Cable ( STEL K-007 ) 10X2X0.8 mm.sq dalam pipa HD m 232.80 140,167.00 32,630,877.60

- Accessories lot 1.00 163,154.39 163,154.39

- Grounding Sistem maksimal 0.5 W lot 1.00 1,050,000.00 1,050,000.00 - Armature Telephone- Outlet Telephone bh 1.00 101,855.00 101,855.00

- Handset Telephone bh 1.00 390,479.00 390,479.00 - Supply & Install UTP Cat 6, 1 Node- UTP Cat 6 - 4 pairs m 30.00 18,198.00 545,940.00 - Faceplate Outlet Kit, RJ 45 Outbow, 1 Port complete European W unit 1.00 69,955.00 69,955.00 - Modular Jack Cat 6 unit 1.00 102,507.00 102,507.00 - Patch Panel RJ45 Cat 6, 48 port unit 1.00 2,180,044.00 2,180,044.00 - Cat 6 Cable Assy, Patch Cord, 4 Feet, complete with boot unit 1.00 252,107.00 252,107.00 - Cat 6 Cable Assy, Patch Cord, 7 Feet, complete with boot unit 1.00 329,107.00 329,107.00 - Wired Management unit 1.00 465,000.00 465,000.00

Sub Total 38,281,025.99

II TESTING COMMISSIONING

- ELEKTRIKAL lot 1.00 750,000.00 750,000.00

- TELEPON lot 1.00 150,000.00 150,000.00

Sub Total 900,000.00

TOTAL HARGA II.3. 90,877,179.99

Satuan

BILL OF QUANTITY (BoQ)PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU

II.4. MEKANIKAL BANGUNAN INCINERATOR


(Rp) (Rp)

I SISTEM PLAMBING

1 Air bersih Toilet

- Gate Valve dia.20 mm bh 1.00 271,739.00 271,739.00

- Pipa PVC kelas 10 kg/cm2 dia.50 mm m 75.00 23,396.00 1,754,700.00

- Pipa PVC kelas 10 kg/cm2 dia.20 mm m 22.00 8,922.00 196,284.00


- Testing & Commissioning ls 1.00 51,000.00 51,000.00

2 Air bekas Toilet

- Pipa PVC kelas 10 kg/cm2 dia.100 mm m 81.00 94,346.00 7,642,026.00



- Pipa Vent PVC Kelas C dia. 25 mm m 9.00 9,775.00 87,975.00

- Testing & Commissioning ls 1.00 200,000.00 200,000.00

II SISTEM VENTILASI

Wall Fan Kap. 360 m3/h (ruang toilet) bh 1.00 ### 1,922,867.00

Testing Comisioning ls 1.00 100,000.00 100,000.00

TOTAL HARGA II.4. ###



III.1. STRUKTUR BANGUNAN STP ( Extended Aeration )


(Rp) (Rp)

A PEKERJAAN TANAH

1 Galian Tanah 10,353.22 43,008.00 445,271,285.76 32,160.00 133.73% Ga Masuk Harganya Coy…?#

2 Timbunan galian kembali 734.25 8,122.00 5,963,578.50 8,630.00 94.11% OK!

3 Urugan pasir bawah lantai ( 10 cm ) 178.50 102,256.00 18,252,696.00 94,160.00 108.60% OK!

HARGA TOTAL 469,487,560.26

B PEKERJAAN BETON

Dinding Beton

1 Dinding 1, t = 35 cm ( K-350 ) 426.88 924,281.00 394,557,073.28 ### 109.58% OK!

2 Besi Beton D12 kg 15,030.60 16,483.00 247,749,379.80 19,160.00 86.03% OK!

3 Dinding 1, t = 25 cm ( K-350 ) m3 1,214.02 924,281.00 1,122,095,619.62 ### 109.58% OK!

4 Besi Beton D12 kg 59,846.80 16,483.00 986,454,804.40 19,160.00 86.03% OK!

Kolom

1 Kolom Praktis 15 x 15 cm ( Blower Room ) ( K-350 ) 1.28 924,281.00 1,183,079.68 ### 109.58% OK!

2 Besi Beton D10 kg 201.19 16,483.00 3,316,214.77 19,160.00 86.03% OK!

3 Kolom Praktis 15 x 15 cm ( Dewatering Room ) ( K-35 0.68 924,281.00 628,511.08 ### 109.58% OK!

4 Besi Beton D10 kg 105.89 16,483.00 1,745,384.87 19,160.00 86.03% OK!

Balok

1 Balok BA = BC, 35 x 20 cm ( K-350 ) 16.99 924,281.00 15,703,534.19 ### 109.58% OK!

2 Besi Beton D13 kg 2,841.10 16,483.00 46,829,851.30 19,160.00 86.03% OK!

3 Balok BB 35 x 25 ( K-350 ) 34.80 924,281.00 32,164,978.80 ### 109.58% OK!

4 Besi Beton D13 kg 4,795.30 16,483.00 79,040,929.90 19,160.00 86.03% OK!

5 Balok BD 90 x 40 cm ( K-350 ) 20.56 924,281.00 19,003,217.36 ### 109.58% OK!

6 Besi Beton D16 kg 4,390.00 16,483.00 72,360,370.00 19,160.00 86.03% OK!

Pelat

1 Lantai dasar ( t = 50 cm ) ( K-350 ) 1,160.27 924,281.00 1,072,415,515.87 ### 109.58% OK!

2 Besi Beton D12 kg 49,418.20 16,483.00 814,560,190.60 19,160.00 86.03% OK!

3 Pelat Ground Tank ( t = 15 cm ) ( K-350 ) 214.26 924,281.00 198,036,447.06 ### 109.58% OK!

4 Besi Beton D12 kg 30,420.00 16,483.00 501,412,860.00 19,160.00 86.03% OK!

5 Lantai Kerja K-125 90.88 624,360.00 56,741,836.80 ### 93.12% OK!

6 Pelat Atap Blower Room ( t = 15 cm ) ( K-350) 25.33 924,281.00 23,412,037.73 ### 109.58% OK!

7 Besi Beton D12 kg 2,497.38 16,483.00 41,164,314.54 19,160.00 86.03% OK!

8 Pelat Atap Dewatering Room ( t = 15 cm ) ( K-350 ) 7.92 924,281.00 7,320,305.52 ### 109.58% OK!

9 Besi Beton D12 kg 780.85 16,483.00 12,870,750.55 19,160.00 86.03% OK!

10 Pelat Pondasi Blower ( t = 15 cm ) ( K-350 ) 4.65 924,281.00 4,297,906.65 ### 109.58% OK!

11 Besi Beton D12 kg 458.45 16,483.00 7,556,631.35 19,160.00 86.03% OK!

HARGA TOTAL ###

RUMAH JAGAA PEKERJAAN TANAH1 Galian Tanah Pondasi 26.68 31,881.00 850,585.08 32,160.00 99.13% OK!2 Timbunan Galian Kembali 8.54 8,122.00 69,361.88 8,630.00 94.11% OK!3 Timbunan Peninggian Tanah (70 cm) 81.97 48,005.00 3,934,969.85 48,005.00 100.00% OK!4 Urugan Pasir Bawah Lantai ( 10 cm) 5.81 102,256.00 594,107.36 94,160.00 108.60% OK!5 Urugan Pasir Pondasi ( t = 10 cm) 1.33 102,256.00 136,000.48 94,160.00 108.60% OK!6 Urgan Pasir Rabat / Selasar (10Cm) 4.46 102,256.00 456,061.76 94,160.00 108.60% OK!

HARGA TOTAL 6,041,086.41

B. PEKERJAAN BETONPondasi / Slope

1 Pondasi Telapak 1.6 x 1.6 ( K-350 ) 3.14 924,281.00 2,902,242.34 ### 109.58% OK!2 Besi Beton D 13 kg 433.89 16,483.00 7,151,808.87 19,160.00 86.03% OK!3 Slope 15 x 20 ( K-350) 1.56 924,281.00 1,441,878.36 ### 109.58% OK!4 Besi Beton D 8 kg 172.77 16,483.00 2,847,767.91 19,160.00 86.03% OK!5 Tie Beam 20 x 35 cm TB 1 ( K-350) 1.94 924,281.00 1,793,105.14 ### 109.58% OK!6 Besi Beton D 8 : D 16 kg 31.30 16,483.00 515,917.90 19,160.00 86.03% OK!7 Pondasi Batu Kali 14.08 285,534.00 4,020,318.72 ### 98.04% OK!

Kolom1 Kolom Struktur 30 x 30 ( K-350) 1.98 924,281.00 1,830,076.38 ### 109.58% OK!2 Besi Beton D8 : D16 kg 489.33 16,483.00 8,065,626.39 19,160.00 86.03% OK!

Balok1 Balok B1 25 x 40 ( K-350 ) 3.71 924,281.00 3,429,082.51 ### 109.58% OK!2 Besi Beton D8 : D16 kg 485.85 16,483.00 8,008,265.55 19,160.00 86.03% OK!

Pelat1 Lantai Dasar t =12 cm ( K-350 ) 9.83 924,281.00 9,085,682.23 ### 109.58% OK!2 Besi Beton D 8 kg 1,034.43 16,483.00 17,050,509.69 19,160.00 86.03% OK!3 Pelat Atap ( t = 12 cm ) ( K- 350 ) 11.40 924,281.00 10,536,803.40 ### 109.58% OK!4 Besi Beton D 10 kg 1,405.53 16,483.00 23,167,350.99 19,160.00 86.03% OK!5 Listplank Beton ( K-350 ) 3.32 924,281.00 3,068,612.92 ### 109.58% OK!6 Besi Beton D 10 kg 416.66 16,483.00 6,867,806.78 19,160.00 86.03% OK!7 Lantai Kerja ( K-125 ) 40.98 624,360.00 25,586,272.80 ### 93.12% OK!

HARGA TOTAL 137,369,128.88

TOTAL HARGA III.1. ###

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

J11

PeDeeS: Analisa menggunakan alat berat karena kedalaman sampai > 3m'

E61

PeDeeS: 433.89



III.2.FINISHING BANGUNAN STP ( Extended Aeration )


(Rp) (Rp)

A. RUMAH JAGA




3 Pekerjaan Waterproofing termasuk screed pelindung (1:3) tebal 3 c 103.00 74,973.00 7,722,219.00

4 Plint Keramik 10 x 40 cm m' 62.00 16,912.00 1,048,544.00




2 Pasangan Dinding Bata 1 : 2 ( Transraam ) 8.00 89,072.00 712,576.00


4 Pekerjaan Kolom Praktis (K-225) m' 24.00 80,069.00 1,921,656.00

5 Pekerjaan Balok Lintoll dan Sill (K-225) m' 36.00 80,069.00 2,882,484.00

6 Finishing Cat Interior (2 lapis) 156.00 25,765.00 4,019,340.00

7 Finishing Cat Eksterior (2 lapis) 156.00 24,335.00 3,796,260.00

8 Pekerjaan Kanopy Beton 40.00 19,790.00 791,600.00


10 Pekerjaan Finishing Cat Plafon 214.00 24,335.00 5,207,690.00



1 Kusen, Daun Pintu & Jendela type AD 1 Unit 1.00 7,589,362.00 7,589,362.00



4 Kusen, Daun Pintu type AD 4 Unit 2.00 2,156,762.00 4,313,524.00



7 Kusen, Daun Jendela type AW 1 Unit 1.00 6,191,196.00 6,191,196.00



10 Kusen, Daun Jendela type AW 4 Unit 1.00 589,121.00 589,121.00



1 Pekerjaan Rangka Plafond Kalsium Silikat Board 600 x 600 x 6 60.00 55,108.00 3,306,480.00

2 Pekerjaan Plafond Kalsium Silikat Board 600 x 600 x 6 60.00 62,221.00 3,733,260.00




2 Kran Air Leher Angsa lokal Unit 2.00 205,000.00 410,000.00

3 Bak Cuci Lab. 1 lobang Stainless Steel Komplit Unit 1.00 500,000.00 500,000.00

4 Pekerjaan Wastafel L 521 V1A ex. Toto + Accessories Unit 2.00 1,487,601.00 2,975,202.00

5 Kloset duduk CW 660 J / SW 660 J ex.Toto + Accessories Unit 2.00 1,745,125.00 3,490,250.00







12 Unit cermin Berangka Stainless Steel, t = 6mm, uk. 60 x 105 cm Unit 2.00 1,350,000.00 2,700,000.00

13 Meja Beton + Finishing ( wastafel & pantry ) 2.00 824,834.00 1,649,668.00

Satuan

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2



III.2.FINISHING BANGUNAN STP ( Extended Aeration )


(Rp) (Rp) Satua

n


A.6 PEKERJAAN ATAP/ DAK BETON

PEKERJAAN ATAP


2 Pekerjaan Screed Lantai ( 1 : 3 ) + wiremesh + insulasi tebal 100 103.00 90,735.00 9,345,705.00


4 Roof drain cast iron dia 4" Unit 8.00 200,000.00 1,600,000.00

5 Pekerjaan Talang air pipa PVC AW dia 4" m' 32.00 132,823.00 4,250,336.00


B. STP ( EXTENDED AERATION )

B.1 PEKERJAAN DINDING

1 Pasangan Dinding Bata 1 : 4 M2 308.00 80,525.00 24,801,700.00

2 Pasangan Dinding Bata 1 : 2 ( Trasraam ) M2 8.00 89,072.00 712,576.00

3 Pekerjaan Plesteran + Aci M2 616.00 33,641.00 20,722,856.00

4 Pekerjaan Kolom Praktis M' 24.00 80,069.00 1,921,656.00

5 Pekerjaan Balok Lintoll dan still M' 36.00 80,069.00 2,882,484.00

6 Finishing cat intrerior ( 2 lapis ) M2 308.00 25,765.00 7,935,620.00

7 Finishing cat Exterior ( 2 lapis ) M2 308.00 24,335.00 7,495,180.00

8 Pekerjaan Kanopy Beton M2 94.00 19,790.00 1,860,260.00

9 Pekerjaan Screed Lantai (1 : 3)+wiremesh+waterproofing M2 229.40 91,070.00 20,891,458.00

10 Pekerjaan lapisan waterproofing M2 5,026.00 17,269.00 86,793,994.00

Total Harga 176,017,784.00

TOTAL HARGA III.2. 336,090,844.60

m2

m2



III.3. ELEKTRIKAL BANGUNAN STP


(Rp) (Rp)

I PANEL

PANEL PERALATAN MEKANIKAL ( BOOSTER )

1 Panel 1 Peralatan Mekanikal Priority STP ( Booster )

Komplite Busbar, Grounding , A,V,Freq, Pilot Lamp

1). Incoming

a. Kabel NYFGbY, 3x2x(1x240 mm2) + 2x(1x240 mm2) meter 420.00 694,447.00 291,667,740.00


2). Outgoing



3).Pilot Lamp + Fuse set 3.00 60,000.00 180,000.00

4). VSS set 1.00 190,000.00 190,000.00

5). Box Panel + Cu.Bar + Wiring lot 1.00 7,550,000.00 7,550,000.00

6). System Pentanahan lot 1.00 5,350,000.00 5,350,000.00

7). Accessories ( Termination, Labeling, etc ) lot 1.00 9,795,000.00 9,795,000.00

Sub Total 403,982,740.00

2 Panel 2 Peralatan Mekanikal Priority STP ( Booster )


1). Incoming

a. Kabel NYY, 3x2x(1x185mm2) + 2x( 1x185 mm2) meter 40.00 999,658.00 39,986,320.00

b. MCCB 630A,50kA, 4P + Switch Disc. 630 A set 1.00 21,000,000.00 21,000,000.00

2). Outgoing

a. MCCB 80A,50kA, 4P + RCCB 300 mA set 3.00 5,150,000.00 15,450,000.00

b. MCCB 125A,50kA, 4P + RCCB 300 mA set 3.00 6,400,000.00 19,200,000.00

3). Ampere Meter buah 3.00 235,000.00 705,000.00

4). Volt Meter set 1.00 275,000.00 275,000.00

5). Pilot Lamp + Fuse set 3.00 60,000.00 180,000.00

6). VSS set 1.00 190,000.00 190,000.00




Sub Total 116,681,320.00

PANEL PERALATAN MEKANIKAL PRIORITY STP

1 Panel PeralatanMekanikal Priority STP


1). Incoming

a. Kabel NYFGbY , 3x2x(1x240mm2) + 2x(1x240 mm2) meter 420.00 694,447.00 291,667,740.00


2). Outgoing

a. MCCB 100A,50kA, 4P + RCCB 300 A set 1.00 5,400,000.00 5,400,000.00

b. MCCB 160A,50kA, 4P + RCCB 300 A set 1.00 6,950,000.00 6,950,000.00

C. MCCB 80A,50kA, 4P + RCCB 300 A set 1.00 5,150,000.00 5,150,000.00

d. MCCB 40A,50kA, 4P + RCCB 300 A set 1.00 3,600,000.00 3,600,000.00

e. MCCB 32A,50kA, 4P + RCCB 300 A set 2.00 3,450,000.00 6,900,000.00


4). VSS set 1.00 190,000.00 190,000.00




Sub Total 348,127,740.00

2 Panel Peralatan Mekanikal Pompa Priority STP

1). Incoming

a. Kabel NYY , 4 x 16 mm2 meter 40.00 60,105.00 2,404,200.00


2). Outgoing

a. MCB 20A, 6kA, 2P + Switch RCCB 300 Ma set 2.00 825,000.00 1,650,000.00

b. MCB 10A, 6kA, 2P + Switch RCCB 300 mA set 2.00 1,100,000.00 2,200,000.00


4). VSS set 1.00 190,000.00 190,000.00




Sub Total 19,804,760.00

3 Gearbox Panel Peralatan Mekanikal Pompa Priority

STP (Wall Fan) (PHB Akhir)

1). Incoming



2). Outgoing

a. MCB 20A, 6kA, 2P + RCCB 300 mA set 6.00 825,000.00 4,950,000.00


4). VSS set 1.00 190,000.00 190,000.00








(Rp) (Rp)

Sub Total 23,517,080.00

4 Gearbox Panel Peralatan Mekanikal Pompa Priority

Dossing Pump ( PHB Akhir )

1). Incoming

a. Kabel NYY, 4 x 10 mm2 meter 40.00 47,652.00 1,906,080.00


2). Outgoing



4). VSS set 1.00 190,000.00 190,000.00




Sub Total 23,517,080.00

5 Panel Peralatan Mekanikal Pompa Priority

Sawage Treatment Plan (Flow Control)

1). Incoming



2). Outgoing



4). VSS set 1.00 190,000.00 190,000.00




Sub Total 28,814,280.00


Sewage Treatment Plant (Effluent Plant)

1). Incoming

a. Kabel NYY, 4x120 mm2 meter 40.00 341,047.00 13,641,880.00

b. MCCB 160A, 36kA, 4P + Switch Disc. 40A set 1.00 4,950,000.00 4,950,000.00

2). Outgoing



4). VSS set 1.00 190,000.00 190,000.00




Sub Total 34,656,880.00

7 Panel Peralatan Makanikal Pompa Priority STP

( Dewatering, Solid & Scrapper )

1). Incoming

a. Kabel NYY , 4x35 mm2 meter 40.00 117,074.00 4,682,960.00


2). Outgoing

a. MCB 25A,6kA, 2P + RCCB 300 mA set 1.00 950,000.00 950,000.00

b. MCB 10A,6kA, 2P + RCCB 300 mA set 5.00 975,000.00 4,875,000.00


4). VSS set 1.00 190,000.00 190,000.00




Sub Total 24,552,960.00

8 Panel Penerangan

1). Incoming

a. MCB 40A 2P set 1.00 865,000.00 865,000.00

b. Kabel NYY, 4x10mm2 meter 25.00 47,652.00 1,191,300.00

2). Outgoing

a. MCB 4A set 5.00 65,600.00 328,000.00


4). VSS set 1.00 190,000.00 190,000.00



7). Accessories ( Termination, Labeling, etc ) lot 1.00 410,000.00 410,000.00

Sub Total 11,971,800.00

Armature Lampu

TL 2x36 watt TKI inbow + Mirror reflector standar bh 12.00 219,291.00 2,631,492.00






(Rp) (Rp)


Sakelar Tunggal bh 12.00 22,930.00 275,160.00

Titik Instalasi Cahaya + Upah ttk 17.00 313,903.00 5,336,351.00

Titik Instalasi Stop Kontak + Upah ttk 5.00 479,139.00 2,395,695.00

Sub Total 11,811,303.00


ELEKTRIKAL lot 1.00 15,500,000.00 15,500,000.00

Sub Total 15,500,000.00




III.4. MEKANIKAL BANGUNAN STP


(Rp) (Rp)

I SISTEM PLAMBING

1 Air Bersih Toilet

- Gate Valve dia.20 mm bh 1.00 271,739.00 271,739.00 314,179.06 86.49% OK!- Pipa PVC Kelas 10 Kg/cm2 dia. 50 mm m 22.00 23,396.00 514,712.00 23,060.58 101.45% OK!- Pipa PVC Kelas 10 Kg/cm2 dia. 32 mm m 8.00 16,130.00 129,040.00 14,839.79 108.69% OK!- Pipa PVC Kelas 10 Kg/cm2 dia. 20 mm m 4.00 8,922.00 35,688.00 8,120.03 109.88% OK!- Pipa PVC Kelas 10 Kg/cm2 dia. 16 mm m 11.00 5,893.00 64,823.00 5,440.01 108.33% OK!- Testing & Commissioning lot 1.00 44,000.00 44,000.00 49,880.29 88.21% OK!

2 Air Bekas Toilet

- Pipa PVC Kelas 10 Kg/cm2 dia. 100 mm m 64.00 94,346.00 6,038,144.00 93,048.54 101.39% OK!- Pipa PVC Kelas 10 Kg/cm2 dia. 50 mm m 3.00 23,396.00 70,188.00 23,060.58 101.45% OK!- Pipa Vent PVC Kelas C dia. 25 mm m 15.00 9,775.00 146,625.00 8,929.81 109.46% OK!- Testing & Commissioning lot 1.00 153,000.00 153,000.00 153,940.89 99.39% OK!

II SISTEM VENTILASI

- Wall Fan Kap. 360 m3/h (ruang toilet) bh 2.00 1,922,867.00 3,845,734.00 ### 93.81% OK!- Testing Comissioning ls 1.00 365,344.73 365,344.73 205,002.05 178.22% Ga Masuk Harganya Coy…?#




IV.1. STRUKTUR BANGUNAN WTP


(Rp) (Rp)

A PEKERJAAN TANAH

1 Galian Tanah m3 3,638.34 43,008.00 156,477,726.72

2 Timbunan galian kembali m3 229.09 8,122.00 1,860,668.98

3 Urugan Pasir bawah lantai ( 10 cm ) m3 42.24 102,256.00 4,319,293.44

Sub Total 162,657,689.14

B PEKERJAAN BETON

Kolom

1 Kolom K1 30 x 30 cm ( K-350 ) m3 4.93 924,281.00 4,556,705.33

2 Besi Beton D10 ; D19 kg 1,674.00 16,483.00 27,592,542.00

3 Kolom K2 20 x 20 cm ( K-350 ) m3 0.78 924,281.00 720,939.18

4 Besi Beton D8 ; D13 kg 121.22 16,483.00 1,998,069.26

Balok

1 Balok B1 35 x 20 cm ( K-350 ) m3 16.96 924,281.00 15,675,805.76

2 Besi Beton D13 kg 2,744.80 16,483.00 45,242,538.40

3 Balok B2 35 x 20 cm ( K-350 ) m3 10.30 924,281.00 9,520,094.30

4 Besi Beton D13 kg 1,667.50 16,483.00 27,485,402.50

Plat

1 Lantai Dasar ( t = 50 cm ) ( K-350 ) m3 272.96 924,281.00 252,291,741.76

2 Besi Beton D12 kg 7,400.90 16,483.00 121,989,034.70

3 Pelat Atap ( t = 25 cm ) ( K-350 ) m3 133.99 924,281.00 123,844,411.19

4 Besi Beton D10 kg 6,605.17 16,483.00 108,873,017.11

Bak Air

1 Dinding Beton ( K-350 ) m3 231.49 924,281.00 213,961,808.69

2 Besi Beton D12 kg 13,693.61 16,483.00 225,711,773.63

3 Lantai Kerja ( K-125 ) m3 21.12 624,360.00 13,186,483.20

Sub Total ###

TOTAL HARGA IV.1. ###

BILL OF QUANTITY (BoQ)PAKET 6B - BANGUNAN PENUNJANG BANDARA MEDAN BARU

IV.2 .FINISHING BANGUNAN WTP


(Rp) (Rp)

A PEKERJAAN LANTAI DASAR


1 Pekerjaan Lantai Keramik heavy duty uk.30x30 M2 93.00 100,845.00 9,378,585.00

2 Pekerjaan Lantai Keramik heavy duty uk.20x20 M2 9.80 103,067.00 1,010,056.60

3 Pekerjaan waterproofing termasuk screed pelindung (1 : 3) tebal M2 103.00 74,973.00 7,722,219.00

4 Plint keramik 10 x 40 cm M' 62.00 16,912.00 1,048,544.00

Sub Total 19,159,404.60


1 Pasangan dinding Bata 1 : 4 M2 156.00 80,525.00 12,561,900.00

2 Pasangan dinding Bata 1 : 2 ( transraam ) M2 8.00 89,072.00 712,576.00

3 Pekerjaan Plesteran + Aci 1 : 2 M2 312.00 33,641.00 10,495,992.00

4 Pekerjaan Plesteran + Aci 1 : 4 M2 220.00 31,876.00 7,012,720.00

5 Pekerjaan kolom Praktis ( Beton K 225 ) M' 24.00 80,069.00 1,921,656.00

7 Finishing Cat interior ( 2 lapis ) M2 156.00 25,765.00 4,019,340.00

8 Finishing Cat Eksterior ( 2 lapis ) M2 156.00 24,335.00 3,796,260.00

10 Pekerjaan Finishing Cat Plafond M2 110.00 25,765.00 2,834,150.00

Sub Total 43,354,594.00

A.3 PEKERJAAN KUSEN ALUMUNIUM, PINTU DAN JENDELA





Sub Total 24,479,881.00


1 Pekerjaan Rangka Plafond Kalsium Silikat board 600x600x6 M2 110.00 55,108.00 6,061,880.00

2 Pekerjaan Plafond Kalsium Silikat board 600x600x6 M2 110.00 62,221.00 6,844,310.00

Sub Total 12,906,190.00


1 Kran air Leher angsa lokal Unit 2.00 205,000.00 410,000.00

2 Bak Cuci Lab. 1 lobang stainless steel komplit Unit 1.00 500,000.00 500,000.00

3 Pekerjaan Wastafel L 521 V1A ex. Toto + Accessories Unit 1.00 1,487,601.00 1,487,601.00

4 soap holder S 6 N ex. Toto Unit 1.00 65,000.00 65,000.00

5 Unit cermin Berangka Stainless Steel t=6mm uk. 60 x 105 cm Unit 2.00 1,350,000.00 2,700,000.00

6 Meja Beton + Finishing ( Westafel & pantry ) M2 1.00 824,834.00 824,834.00

Sub Total 5,987,435.00

B PEKERJAAN ATAP / DAK BETON

B.1 PEKERJAAN DAK BETON

1 Pekerjaan lapisan waterproofing M2 103.00 17,269.00 1,778,707.00

2 Pekerjaan Screed Lantai ( 1 : 3 ) + wiremesh + insulasi total teb M2 103.00 90,735.00 9,345,705.00

3 Pekerjaan Listplank beton M' 40.00 34,915.00 1,396,600.00

4 Roof drain cast iron dia. 4" unit 8.00 200,000.00 1,600,000.00

5 Pekerjaan Talang air pipa PVC AW dia. 4" M' 32.00 132,823.00 4,250,336.00

Sub Total 18,371,348.00

TOTAL HARGA IV.2 . 124,258,852.60



IV.3. ELEKTRIKAL BANGUNAN WTP


(Rp) (Rp)

I PANEL

1 Panel Peralatan Mekanikal Priority Water Treatment Plan


1). Incoming

a. Kabel NYFGbY, 3x1x(1x240 mm2) + 1x(1x240 mm2) meter 420.00 694,447.00 291,667,740.00

b. MCCB 400 A, 50kA, 4P + Switch Disc. 400 A set 1.00 12,000,000.00 12,000,000.00

2). Outgoing


b. MCCB 80 A, 50kA, 4P + Switch Disc. 80 A set 3.00 2,919,000.00 8,757,000.00

c. MCCB 63A, 50kA, 4P + Switch Disc. 63 A set 1.00 3,500,000.00 3,500,000.00

d. MCCB 40 A, 50kA, 4P + Switch Disc. 40 A set 1.00 3,400,000.00 3,400,000.00


4). VSS set 1.00 190,000.00 190,000.00




Sub Total 339,584,740.00


Water Treatment Plan ( Filter Pump )

1). Incoming

a. Kabel NYY 4 x 70 mm2 meter 40.00 209,336.00 8,373,440.00


2). Outgoing


b. MCB 16A, 6kA, 2P + RCCB 300 mA set 2.00 795,000.00 1,590,000.00


4). VSS set 1.00 190,000.00 190,000.00




Sub Total 30,613,440.00


Water Treatment Plan (Water Intake Pump)

1). Incoming



2). Outgoing


b. MCB 16A, 6kA, 2P + RCCB 300 mA set 2.00 795,000.00 1,590,000.00


4). VSS set 1.00 190,000.00 190,000.00




Sub Total 29,265,440.00

4 Panel 1 Peralatan Mekanikal Pompa Priority

Water Treatment Plant ( Agitator & Mixer )

1). Incoming



2). Outgoing

a. MCB 10A, 6kA, 2P + Switch RCCB 300 mA set 2.00 1,100,000.00 2,200,000.00

b. MCB 16A, 6kA, 2P + Switch RCCB 300 mA set 3.00 795,000.00 2,385,000.00

c. MCB 40A, 6kA, 2P + Switch RCCB 300 mA set 1.00 850,000.00 850,000.00

Satuan





(Rp) (Rp)

Satuan


4). VSS set 1.00 190,000.00 190,000.00




Sub Total 29,210,440.00


Water Treatment Plant ( Agitator & Mixer ) ( PHB Akhir )

1). Incoming



2). Outgoing

a. MCB 10A, 6kA, 2P + Switch RCCB 300 mA set 6.00 1,100,000.00 6,600,000.00


4). VSS set 1.00 190,000.00 190,000.00




Sub Total 27,074,200.00


Water Treatment Plant ( Dossing Pump )

1). Incoming



2). Outgoing

a. MCB 16A,6kA, 2P + RCCB 300 mA set 6.00 795,000.00 4,770,000.00


4). VSS set 1.00 190,000.00 190,000.00




Sub Total 26,032,440.00


Water Treatment Plant ( Dossing Pump )

1). Incoming



2). Outgoing

a. MCB 6A, 6kA, 2P + Switch RCCB 300 mA set 5.00 656,000.00 3,280,000.00

b. MCB 20A, 6kA, 2P + Switch RCCB 300 mA set 1.00 825,000.00 825,000.00

3). Pilot Lamp + Fuse lot 3.00 60,000.00 180,000.00

4). VSS lot 1.00 190,000.00 190,000.00




Sub Total 25,199,000.00


Water Treatment Plant ( Dossing Pump ) (PHB Akhir)

1). Incoming

a. Kabel NYY, 4 x 10mm2 meter 40.00 47,652.00 1,906,080.00


2). Outgoing

a. MCB 6A,6kA, 2P + Switch RCCB 300 mA set 6.00 800,000.00 4,800,000.00

3). Pilot Lamp + Fuse lot 3.00 60,000.00 180,000.00





(Rp) (Rp)

Satuan

4). VSS lot 1.00 190,000.00 190,000.00




Sub Total 19,356,080.00

9 Panel Penerangan

1). Incoming

a. MCB 40A 2P meter 1.00 865,000.00 865,000.00

b. Kabel NYY, 4x10mm2 set 30.00 47,652.00 1,429,560.00

2). Outgoing

a. MCB 4A set 5.00 65,600.00 328,000.00


4). VSS set 1.00 190,000.00 190,000.00



7). Accessories ( Termination, Labeling, etc ) lot 1.00 410,000.00 410,000.00

Sub Total 12,210,060.00

10 Amature Lampu

TL 2 x 36 watt TKI inbow + Mirror reflector standar bh 12.00 219,291.00 2,631,492.00






Sub Total 11,811,303.00

II TELEPON

Telepon Lantai Dasar

- Equipment Telephone/ Data

- Junction Box Telephone Kap 60 Pairs, lengkap komponen path panel,

Terminal & Accessories lot 1.00 8,995,094.00 8,995,094.00

- Grounding Sistem maksimal 0,5 W lot 1.00 1,050,000.00 1,050,000.00

- Access Switch c/w Ethernet Switch 24 port 10/100 PoE port, 2 port FO

Memiliki kemampuan QoS Standart Diffserv lot 1.00 27,832,000.00 27,832,000.00

- SFP GBIC 1000 Base-LX lot 1.00 3,119,000.00 3,119,000.00

- Instalasi Telephone

- Wiring dari Box Kontrol Telkom ke JB.TL dengan Fiber Optic Cables

50/125 m, SMF, 24 Cores Outdoor Armoured m 55.00 125,544.00 6,904,920.00

- Wiring dari Box Kontrol Telkom ke JB.TL dengan Jelly Filled

Armoured Cable (STEL K-007) 20X2X0.8 mm.sq dalam pipa HDP m 55.00 140,167.00 7,709,185.00

- Wiring dari Junction Box Telephone ke Outlet Telephone dengan Indoor

Telephone Cable (STEL K-002) 2X2X0.6 mm.sq dalam HIP 20 m ttk 3.00 945,088.00 2,835,264.00

- Accessories lot 1.00 215,000.00 215,000.00

- Armature Telephone

- Outlet Telephone bh 3.00 101,855.00 305,565.00

- Handset Telephone bh 3.00 390,479.00 1,171,437.00

- Supply & Install UTP Cat 6,1 Node

- UTP Cat 6 - 4 pairs m 30.00 18,198.00 545,940.00

- Faceplate Outlet Kit, RJ 45 Outbow, 1 Port complete European W unit 1.00 69,955.00 69,955.00

- Modular Jack Cat 6 unit 1.00 102,507.00 102,507.00

- Patch Panel RJ45 Cat 6, 48 port unit 1.00 2,180,044.00 2,180,044.00

- Cat 6 Cable Assy, Patch Cord, 4 Feet, complete with boot unit 1.00 252,107.00 252,107.00

- Cat 6 Cable Assy, Patch Cord, 7 Feet, complete with boot unit 1.00 329,107.00 329,107.00

- Wired Management unit 1.00 465,000.00 465,000.00

Sub Total 64,082,125.00

II.2 TESTING COMMISSIONING

ELEKTRIKAL lot 1.00 5,500,000.00 5,500,000.00

TELEPHONE lot 1.00 700,000.00 700,000.00





(Rp) (Rp)

Satuan

Sub Total 6,200,000.00

TOTAL HARGA IV.3. 620,639,268.00



IV.4. MEKANIKAL BANGUNAN WTP


(Rp) (Rp)

I SISTEM PLAMBING

1 Air bersih Toilet

- Gate Valve dia. 20 mm bh 1.00 271,739.00 271,739.00

- Pipa PVC Kelas 10 kg/cm2 dia.50 mm m 48.00 23,396.00 1,123,008.00

- Pipa PVC Kelas 10 kg/cm2 dia.20 mm m 22.00 8,922.00 196,284.00


- Testing & Commissioning lot 1.00 39,000.00 39,000.00

2 Air bekas Toilet

- Pipa PVC AW dia.100 mm m 54.00 94,346.00 5,094,684.00

- Pipa PVC AW dia.50 mm m 10.00 23,396.00 233,960.00

- Pipa Vent PVC Klas C dia. 25 mm m 15.00 9,775.00 146,625.00


II SISTEM VENTILASI

- Wall Fan Kap. 360 m3/h (ruang toilet) bh 2.00 1,922,867.00 3,845,734.00

- Testing Comisioning ls 1.00 50,000.00 50,000.00

TOTAL HARGA IV.4. 11,234,322.00

BILL OF QUANTITY ( BOQ )


V.1. STRUKTUR BANGUNAN SUMPIT


(Rp) (Rp)

Pekerjaan Pembuatan Struktur Sump Pit,

tebal beton 25 cm, termasuk galian tanah

dan urugan kembali

PEKERJAAN BETON

A SP1

1 Beton Ready Mix K-250 13.90 845,631.00 11,754,270.90

2 Besi Beton D10 kg 1,578.70 16,483.00 26,021,712.10

Sub Total 37,775,983.00

B SP2, 3, 5

1 Beton Ready Mix K-250 16.00 845,631.00 13,530,096.00

2 Besi Beton D10 kg 1,817.20 16,483.00 29,952,907.60

Sub Total 43,483,003.60

JUMLAH 3 BUAH ###

C SP4

1 Beton Ready Mix K-250 26.90 845,631.00 22,747,473.90

2 Besi Beton D10 kg 3,055.20 16,483.00 50,358,861.60

Sub Total 73,106,335.50

D SP6

1 Beton Ready Mix K-250 30.75 845,631.00 26,003,153.25

2 Besi Beton D10 kg 3,492.50 16,483.00 57,566,877.50

Sub Total 83,570,030.75

E SP7, 8

1 Beton Ready Mix K-250 32.75 845,631.00 27,694,415.25

2 Besi Beton D10 kg 3,719.10 16,483.00 61,301,925.30

Sub Total 88,996,340.55

JUMLAH 2 BUAH ###

F SP9, 10

1 Beton Ready Mix K-250 11.40 845,631.00 9,640,193.40

2 Besi Beton D10 kg 1,294.80 16,483.00 21,342,188.40

Sub Total 30,982,381.80

JUMLAH 2 BUAH 61,964,763.60

TOTAL HARGA V.1. ###

m3

m3

m3

m3

m3

m3



VI.1. STRUKTUR STASIUN & RUMAH POMPA BANJIR


(Rp) (Rp)

A PEKERJAAN TANAH

1 Galian Tanah 117.04 31,881.00 3,731,352.24

2 Timbunan galian kembali 138.17 8,122.00 1,122,216.74

3 Urugan pasir bawah lantai ( 10 cm ) 6.75 102,256.00 690,228.00

Sub Total 5,543,796.98

B PEKERJAAN BETON

Pondasi

1 Pondasi Beton ( K-350 ) 34.81 924,281.00 32,174,221.61

2 Besi Beton D10 ( K-350 ) kg 2,415.85 16,483.00 39,820,455.55

Kolom

1 Kolom 30 x 30 cm ( K-350 ) 20.63 924,281.00 19,067,917.03

2 Besi Beton D10, D13 kg 4,231.39 16,483.00 69,746,001.37

Balok

1 Balok B1 40 x 20 cm ( K-350 ) 18.58 924,281.00 17,173,140.98

2 Besi Beton D13 kg 2,835.86 16,483.00 46,743,480.38

3 Balok B2 50 x 25 ( K-350 ) 35.38 924,281.00 32,701,061.78

4 Besi Beton D13 kg 7,732.98 16,483.00 127,462,709.34

5 Balok B3 30 x 20 cm ( K-350 ) 3.49 924,281.00 3,225,740.69

6 Besi Beton D13 kg 500.84 16,483.00 8,255,345.72

Plat

1 Lantai dasar ( t = 50 cm ) ( K-350 ) 118.39 924,281.00 109,425,627.59

2 Besi Beton D10 kg 3,501.60 16,483.00 57,716,872.80

3 Pelat Lantai 1 ( t = 25 cm ) ( K-350 ) 56.56 924,281.00 52,277,333.36

4 Besi Beton D10 kg 3,345.70 16,483.00 55,147,173.10

5 Pelat Atap ( t = 25 cm ) ( K-350 ) 71.30 924,281.00 65,901,235.30

6 Besi Beton D10 kg 4,217.50 16,483.00 69,517,052.50

Dinding

1 Dinding Beton ( K-350 ) 550.82 924,281.00 509,112,460.42

2 Besi Beton D12 kg ### 16,483.00 474,535,680.20

3 Lantai kerja ( K-125 ) m3 12.00 624,360.00 7,492,320.00

4 Lisplang ( K-350 ) m3 6.22 924,281.00 5,749,027.82

5 Besi Beton D10 kg 864.60 16,483.00 14,251,201.80

Sub Total ###

TOTAL HARGA VI.1. ###

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3



VI.2. FINISHING STASIUN & RUMAH POMPA BANJIR


(Rp) (Rp)

A. PEKERJAAN STASIUN POMPA



Sub Total 16,037,059.50

A.2 PEKERJAAN TANGGA

1 Entrance Stairs 1.00 337,289.00 337,289.00

Sub Total 337,289.00

PEKERJAAN LANTAI 1 STASIUN POMPA


1 Pekerjaan Floor Hardener color 252.00 110,921.00 27,952,092.00

Sub Total 27,952,092.00

B PEKERJAAN RUMAH POMPA

B.1 PEKERJAAN DINDING






6 Pekerjaan Balok Lintoll dan Sill ( K-225 ) m' 40.70 80,069.00 3,258,808.30



Sub Total 83,951,540.46

B.2 PEKERJAAN KUSEN ALUMUNIUM , PINTU DAN JENDELA

1 Kusen, Daun Jendela kisi kisi alumunium ( 3m x 2m ) Unit 14.00 2,480,629.00 34,728,806.00

2 Kusen, Daun Pintu Rolling Door RD Unit 2.00 7,465,074.00 14,930,148.00

3 Kusen, Daun Pintu steel P6 Unit 1.00 4,328,108.00 4,328,108.00

Sub Total 53,987,062.00

B.3 PEKERJAAN PLAFOND


Sub Total 9,719,430.00

C PEKERJAAN ATAP / DAK BETON

C.1 PEKERJAAN DAK BETON


2 225.50 90,735.00 20,460,742.50




Sub Total 38,461,462.00

TOTAL HARGA VI.2. ###

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

Pekerjaan Screed Lantai (1 : 3) + wiremesh + insulasi total tebal 100mm

m2



VI.3. ELEKTRIKAL BANGUNAN POMPA BANJIR


(Rp) (Rp)

I P A N E L

1 Panel Peralatan Mekanikal Non Priority Rumah Pompa BanjirKomplite Busbar, Grounding, A, V, Freq, Pilot Lamp.1). Incoming

a. Kabel NYFGbY, 3x1x(1x300 mm2 ) + 1x(1x300 mm2) meter 420.00 723,366.00 303,813,720.00


2). Outgoing

a. MCCB 400A, 50kA, 4P + RCCB set 3.00 12,500,000.00 37,500,000.00

b. MCCB 63A, 36kA, 4P + RCCB set 3.00 4,750,000.00 14,250,000.00


4). VSS set 1.00 190,000.00 190,000.00



7). Accessories (Termination, Labeling, Etc) lot 1.00 10,850,000.00 10,850,000.00

Sub Total 424,946,220.00

2 Panel Peralatan Mekanikal Pompa Non Priority Rumah Pompa Pemadam Kebakaran


1). Incoming

a. Kabel NYFGbY, 3x1x(1x300 mm2) + (1x300 mm2) meter 420.00 723,366.00 303,813,720.00


2). Outgoing

a. MCCB 63A 50 Ka, 4P set 1.00 5,500,000.00 5,500,000.00

b. MCCB 80A, 50kA, 4P set 2.00 5,650,000.00 11,300,000.00

c. MCCB 100A, 50kA, 4P + RCCB set 2.00 5,389,000.00 10,778,000.00


4). VSS set 1.00 190,000.00 190,000.00




Sub Total 398,536,220.00

3 Panel Peralatan Mekanikal Pompa Non Priority Rumah Pompa Pemadam Kebakaran


1). Incoming

a. Kabel NYFGbY, 3x1x(1x300 mm2) + (1x300 mm2) meter 420.00 723,366.00 303,813,720.00


2). Outgoing

a. MCCB 400A, 50 Ka, 4P + RCCB set 2.00 12,500,000.00 25,000,000.00


c. MCCB 100A, 50kA, 4P + RCCB set - -


4). VSS set 1.00 190,000.00 190,000.00




Sub Total 418,096,220.00

4 Panel 8 Penerangan

1). Incoming

a. MCB 40A 2P meter 1.00 865,000.00 865,000.00

b. Kabel NYY, 4x10mm2 set 15.00 47,652.00 714,780.00



VI.3. ELEKTRIKAL BANGUNAN POMPA BANJIR


(Rp) (Rp)

2). Outgoing

a. MCB 4A set 5.00 65,600.00 328,000.00


4). VSS set 1.00 190,000.00 190,000.00



7). Accessories (Termination, Labeling, Etc) lot 1.00 410,000.00 410,000.00

Sub Total 11,495,280.00

5 Amature Lampu

TL 2x36 watt TKI inbow + Mirror reflector standar bh 15.00 219,291.00 3,289,365.00






Sub Total 13,233,270.00


ELEKTRIKAL lot 1.00 15,000,000.00 15,000,000.00

Sub Total 15,000,000.00

TOTAL HARGA VI.3. 1,281,307,210.00



VII.1. STRUKTUR STASIUN POMPA AIR BERSIH


(Rp) (Rp)

A PEKERJAAN TANAH

1 Galian Tanah 4,325.92 43,008.00 186,049,167.36

2 Timbunan galian kembali 241.60 8,122.00 1,962,275.20

3 Urugan pasir bawah lantai ( 10 cm ) 135.41 102,256.00 13,846,484.96

4 Urugan pasir bawah pas. Batu kali ( 10 cm ) 20.23 102,256.00 2,068,638.88

5 Urugan pasir pondasi Plat P1/K1 ( t = 10 cm ) 2.64 102,256.00 269,955.84

Sub Total 204,196,522.24

B PEKERJAAN BETON

Pondasi/ Slope

5 Slope/ Tie Beam 25 x 20 cm ( K-350 ) 3.58 924,281.00 3,308,925.98

6 Besi Beton D13 kg 425.02 16,483.00 7,005,604.66

9 Pondasi Batu Kali 85.36 285,534.00 24,373,182.24

Kolom

1 Kolom K1 30 x 30 cm ( K-350 ) 8.73 924,281.00 8,068,973.13

2 Besi Beton D10, D16 kg 1,600.64 16,483.00 26,383,349.12

3 Kolom K2 35 x 35 cm ( K-350 ) 4.92 924,281.00 4,547,462.52

4 Besi Beton D10, D16 kg 884.62 16,483.00 14,581,191.46

5 Kolom K3 35 x 35 cm ( K-350 ) 16.17 924,281.00 14,945,623.77

6 Besi Beton D10, D19 kg 4,642.00 16,483.00 76,514,086.00

Balok

1 Balok B1 35 x 20 cm ( K-350 ) 11.34 924,281.00 10,481,346.54

2 Besi Beton D13 kg 1,895.90 16,483.00 31,250,119.70

3 Balok B2 35 x 20 cm ( K-350 ) 15.40 924,281.00 14,233,927.40

4 Besi Beton D13 kg 2,574.60 16,483.00 42,437,131.80

5 Balok B3 45 x 30 cm ( K-350 ) 7.36 924,281.00 6,802,708.16

6 Besi Beton D22 kg 1,456.50 16,483.00 24,007,489.50

7 Balok B4 40 x 30 cm ( K-350 ) 4.15 924,281.00 3,835,766.15

8 Besi Beton D22 kg 907.58 16,483.00 14,959,641.14

9 Balok B5 45 x 30 cm ( K-350 ) 6.48 924,281.00 5,989,340.88

10 Besi Beton D19 kg 1,213.60 16,483.00 20,003,768.80

Plat

1 Lantai dasar ( t = 25 cm ) ( K-350 ) 318.20 688,759.00 219,163,113.80

2 Besi Beton D12 kg 27,105.50 16,483.00 446,779,956.50

3 Pelat Atap ( t = 12 cm ) ( K-350 ) 154.48 924,281.00 142,782,928.88

4 Besi Beton D10 kg 15,864.80 16,483.00 261,499,498.40

5 Listplank Beton ( K-350 ) 10.18 924,281.00 9,409,180.58

6 Besi Beton D10 kg 842.96 16,483.00 13,894,509.68

Bak Air

1 Dinding Beton ( K-350 ) 190.86 924,281.00 176,408,271.66

2 Besi Beton D12 kg 13,548.40 16,483.00 223,318,277.20

3 Lantai kerja ( K-125 ) m3 68.01 624,360.00 42,462,723.60

Sub Total ###

TOTAL HARGA VII.1. ###

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3



VII.2. FINISHING STASIUN POMPA AIR BERSIH


(Rp) (Rp)

A. PEKERJAAN LANTAI DASAR




3 Pekerjaan Waterproofing termasuk screed pelindung (1:3) tebal 123.00 74,973.00 9,221,679.00

4 Plint Keramik 10 x 40 cm m' 75.00 16,912.00 1,268,400.00

Sub Total 22,909,568.00




3 Pasangan dinding keramik 20 x 20 cm heavy duty 25.00 103,067.00 2,576,675.00

4 Pekerjaan Plesteran + Aci ( 1 : 2 ) 638.55 36,318.00 23,190,858.90


6 Pekerjaan Balok Lintoll dan Sill ( Beton K-225 ) m' 82.75 80,069.00 6,625,709.75



9 Pekerjaan Kanopi Beton 56.00 19,790.00 1,108,240.00

10 Pekerjaan Plesteran + Aci ( 1 : 4 ) 957.83 31,876.00 30,531,789.08

11 Pekerjaan Finishing Cat Plafond 478.91 25,765.00 12,339,116.15

Sub Total ###


1 Kusen Daun Pintu P1 (Double) Unit 1.00 5,296,717.00 5,296,717.00

2 Kusen, Daun Pintu Jendela type AD 1 Unit 2.00 7,589,362.00 15,178,724.00


4 Kusen, Daun Pintu Jendela type AD5 Unit 1.00 5,973,916.00 5,973,916.00


6 Kusen Daun Jendela type AW 1 Unit 4.00 6,191,196.00 24,764,784.00

7 Kusen Daun Jendela type AW 4 Unit 1.00 589,121.00 589,121.00

8 Kusen Daun Jendela type AW 5 Unit 3.00 930,671.00 2,792,013.00

9 Kusen Daun Jendela type AW 6 Unit 1.00 349,922.00 349,922.00

10 Kusen Daun Jendela type AW 7 Unit 3.00 3,138,316.00 9,414,948.00

Sub Total 70,613,752.00


1 Pekerjaan Rangka Plafon Kalsium Silikat Board 600x600x60 7.00 55,108.00 385,756.00

2 Pekerjaan Plafon Kalsium Silikat Board 600x600x60 7.00 62,221.00 435,547.00

3 Pekerjaan Plafon Gypsum Board 12 mm 118.00 45,480.00 5,366,640.00

4 Pekerjaan Rangka Plafon Gypsum Board 12 mm 118.00 55,108.00 6,502,744.00

5 List Plafon Gypsum uk. 5 cm m' 75.00 21,803.00 1,635,225.00

Sub Total 14,325,912.00



2 Kloset duduk CW 660 J / SW 660 J ex.Toto + Accessories Unit 1.00 1,745,125.00 1,745,125.00






m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2



VII.2. FINISHING STASIUN POMPA AIR BERSIH


(Rp) (Rp)


9 Unit cermin Berangka Stainless Steel, t = 6mm, uk. 60 x 105 cm Unit 1.00 1,350,000.00 1,350,000.00

Sub Total 4,034,125.00

A.6 PEKERJAAN TANGGA


2 Pekerjaan Railing m' 20.00 865,822.00 17,316,440.00

3 Nosing Keramik 10 x 30 cm m' 16.90 42,406.00 716,661.40

Sub Total 18,885,241.65

B.1 PEKERJAAN ATAP / DAK BETON

B.1 PEKERJAAN DAK BETON


2 160.00 90,735.00 14,517,600.00




Sub Total 25,581,062.00

C PEKERJAAN GROUND TANK

Pekerjaan Screed Lantai ( 1 : 3 ) + waterproofing + kawat ayam 1,200.00 91,070.00 109,284,000.00

Waterproofing Dinding 1,400.00 17,269.00 24,176,600.00

Pekerjaan Screed Dak Atap ( 1 : 3 ) + waterproofing + kawat ay 1,200.00 91,070.00 109,284,000.00

Sub Total ###

TOTAL HARGA VII.2. ###

m2

m2

Pekerjaan Screed Lantai ( 1 : 3 ) + wiremesh + insulasi total tebal 100mm

m2

m2

m2

m2



VII.3. ELEKTRIKAL BANGUNAN POMPA AIR BERSIH


(Rp) (Rp)

I P A N E L

1 Panel Peralatan Mekanikal Pompa Non Priority Rumah Pompa Air Bersih 1


1). Incoming

a. Kabel NYFGbY, 3x1x(1x185 mm2) + 1x(1 x 185 mm2) meter 420.00 532,021.00 223,448,820.00


2). Outgoing




4). VSS set 1.00 190,000.00 190,000.00


6). System Pertanahan lot 1.00 1,337,500.00 1,337,500.00

7). Accessories ( Termination, Labeling, Etc ) lot 1.00 6,850,000.00 6,850,000.00

Sub Total 296,056,320.00

2 Panel Peralatan Mekanikal Pompa Non Priority Rumah Pompa Air Bersih 2


1). Incoming

a. Kabel NYFGbY, 3 x 1 x ( 1 x 300 mm2 ) meter 420.00 700,000.00 294,000,000.00


2). Outgoing




4). VSS set 1.00 190,000.00 190,000.00


6). System Pertanahan lot 1.00 1,337,500.00 1,337,500.00

7). Accessories ( Termination, Labeling, Etc ) lot 1.00 4,750,000.00 4,750,000.00

Sub Total 346,157,500.00

3 Panel Penerangan1). Incominga. MCB 40A 2P meter 1.00 865,000.00 865,000.00 b. Kabel NYY, 4x10mm2 set 30.00 47,652.00 1,429,560.00 2). Outgoinga. MCB 4A set 6.00 65,600.00 393,600.00 3).Pilot Lamp + Fuse set 3.00 60,000.00 180,000.00 4). VSS set 1.00 190,000.00 190,000.00 5). Box Panel + Cu.Bar + Wiring lot 1.00 7,550,000.00 7,550,000.00 6). System Pentanahan lot 1.00 1,257,500.00 1,257,500.00 7). Accessories ( Termination, Labeling, etc ) lot 1.00 410,000.00 410,000.00

Sub Total 12,275,660.00

4 Amature LampuTL 2 x 36 watt TKI inbow + Mirror reflector standar bh 20.00 219,291.00 4,385,820.00 Down Light PLC 2x26 watt bh 8.00 202,791.00 1,622,328.00 Stop Kontak Daya 300 watt bh 12.00 31,730.00 380,760.00 Sakelar Tunggal bh 4.00 22,930.00 91,720.00 Titik Instalasi Cahaya + Upah ttk 28.00 313,903.00 8,789,284.00 Titik Instalasi Stop Kontak + Upah ttk 12.00 479,139.00 5,749,668.00

Sub Total 21,019,580.00

II TELEPONTelepon Lantai Dasar

- Equipment Telephone/ Data- Junction Box Telephone Kap 20 Pairs, lengkap komponen path panel,



VII.3. ELEKTRIKAL BANGUNAN POMPA AIR BERSIH


(Rp) (Rp)

Terminal & Accessories lot 1.00 3,778,894.00 3,778,894.00 - Grounding Sistem maksimal 0,5 W lot 1.00 1,050,000.00 1,050,000.00 - Access Swich c/w Ethernet Switch 24 port 10/100 PoE port, 2 port FO

Memiliki kemampuan QoS Standart Diffserv lot 1.00 27,832,000.00 27,832,000.00 - SFP GBIC 1000 Base-LX lot 1.00 3,119,000.00 3,119,000.00 - Instalasi Telephone- Wiring dari Box Kontrol Telkom ke JB.TL dengan Fiber Optic Cables

50/125 m, SMF, 24 Cores Outdoor Armoured m 141.00 125,544.00 17,701,704.00 - Wiring dari Box Kontrol Telkom ke JB.TL dengan Jelly Filled

Armoured Cable ( STEL K-007 ) 20X2X0.8 mm.sq dalam pipa m 141.00 140,167.00 19,763,547.00 - Wiring dari Junction Box Telephone ke Outlet Telephone dengan Indoor

Telephone Cable ( STEL K-002 ) 2X2X0.6 mm.sq dalam HIP ttk 1.00 945,088.00 945,088.00 - Accessories lot 1.00 215,000.00 215,000.00 - Armature Telephone- Outlet Telephone bh 1.00 101,855.00 101,855.00 - Handset Telephone bh 1.00 390,479.00 390,479.00 - Supply & Install UTP Cat 6, 1 Node- UTP Cat 6 - 4 pairs m 30.00 18,198.00 545,940.00 - Faceplate Outlet Kit, RJ 45 Outbow, 1 Port complete European unit 1.00 69,955.00 69,955.00 - Modular Jack Cat 6 unit 1.00 102,507.00 102,507.00 - Patch Panel RJ45 Cat 6, 48 port unit 1.00 2,180,044.00 2,180,044.00 - Cat 6 Cable Assy, Patch Cord, 4 Feet, complete with boot unit 1.00 252,107.00 252,107.00 - Cat 6 Cable Assy, Patch Cord, 7 Feet, complete with boot unit 1.00 329,107.00 329,107.00 - Wired Management unit 1.00 465,000.00 465,000.00

Sub Total 78,842,227.00

III TESTING COMMISSIONINGELEKTRIKAL lot 1.00 6,100,000.00 6,100,000.00 TELEPON lot 1.00 950,000.00 950,000.00

Sub Total 7,050,000.00

TOTAL ELEKTRIKAL BANGUNAN POMPA AIR BERSIH 761,401,287.00



VII.4. MEKANIKAL BANGUNAN POMPA AIR BERSIH

No. Uraian Pekerjaan Satuan Harga Satuan Jumlah Harga

(Rp) (Rp)

SISTEM PLUMBING

1 Air bersih Toilet

- Gate Valve dia.20 mm bh 1.00 271,739.00 271,739.00






2 Air bekas Toilet

- Pipa PVC AW dia.100 mm m 80.00 94,346.00 7,547,680.00

- Pipa PVC AW dia.50 mm m 4.00 23,396.00 93,584.00

- Pipa Vent PVC Klas C dia. 25 mm m 15.00 9,775.00 146,625.00


I SISTEM VENTILASI

1 bh 2.00 2,294,667.00 4,589,334.00

2 Pengadaan Pemasangan Power Kabel ke Panel Ventilasi titik 2.00 662,782.00 1,325,564.00

3 Testing & Commissioning ls 1.00 148,000.00 148,000.00

TOTAL HARGA VII.4. 15,118,205.00

Volume

Ruang Pompa Air Bersih & Hidran Kap. 1440 M3/h ( Wall Fan )



VIII.1 PAGAR AIRSIDE


(Rp) (Rp)

1 Pagar Airside / 13.185 M' 5,494.00

a Galian Tanah 1,098.80 33,806.00 37,146,032.80

b Beton K-250 961.45 845,631.00 813,031,924.95

c Pagar T-240 panel 5,494.00 524,907.00 2,883,839,058.00

d Tiang T-240 bh 5,494.00 425,000.00 2,334,950,000.00

e Kawat duri m' 65,925.00 43,600.00 2,874,330,000.00

Sub Total 8,943,297,015.75

2 Pagar Airside / 6.380 M' (Pagar Keliling Ban 2,658.00

a Galian Tanah 531.60 33,806.00 17,971,269.60

b Beton K-250 465.15 845,631.00 393,345,259.65

c Pagar T-240 panel 2,658.00 524,907.00 1,395,202,806.00

d Tiang T-240 bh 2,658.00 425,000.00 1,129,650,000.00

Sub Total 2,936,169,335.25

3 Pintu Gerbang / 8 bh

a Galian Tanah 56.27 33,806.00 1,902,263.62

b Urugan Tanah Kembali 11.82 8,122.00 96,002.04

c Beton K-250 panel 1.37 845,631.00 1,158,514.47

d Pintu Pagar T-285 bh 16.00 4,131,454.00 66,103,264.00

e Kawat duri m' 240.00 43,600.00 10,464,000.00

Sub Total 79,724,044.13

TOTAL HARGA VIII.1 . ###

m3

m3

m3

m3

m3

m3



IX. EAST GATE

No.Uraian Pekerjaan

Satuan Volume Harga Satuan Jumlah Harga

Nama Lokal Nama Latin (Rp) (Rp)

A. Pohon

1 Dadap Merah / Coral Tree Erythrina Christagali batang 32.00 100,000.00 3,200,000.00

2 Kamboja Kuning Plumeria Rubra batang 6.00 200,000.00 1,200,000.00

3 Kelapa Sawit Elias Geunesis batang 7.00 685,000.00 4,795,000.00

Sub Total A 9,195,000.00

B. Perdu

1 Daun Philo Philodendron Xanadu polibag 26.00 32,000.00 832,000.00

2 Pangkas Kuning Duranta Repens polibag 290.00 6,000.00 1,740,000.00

Sub Total B 2,572,000.00

C. Penutup Tanah

1 Kembang Kancing Gomphrena Globasa polibag 612.00 2,000.00 1,224,000.00

2 Plumbago Plumbago Capensis polibag 816.00 2,750.00 2,244,000.00

3 Drasena Dracaena polibag 1,608.00 31,000.00 49,848,000.00

4 Lili Brazil Chlorophytum Comosum polibag 264.00 3,500.00 924,000.00

5 Beringin Putih Ficus Hybrida ex polibag 1,008.00 40,000.00 40,320,000.00

6 Rumput Gajah Axonopus Compresus 848.00 10,000.00 8,480,000.00

7 Simbang Darah Iresine polibag 260.00 7,500.00 1,950,000.00

Sub Total C ###

D Gerbang

1 Pekerjaan Pasangan Batu Kali 1 : 4 7.56 285,534.00 2,158,637.04

2 Pekerjaan Tulangan kg 16.80 16,483.00 276,914.40

3 Pekerjaan Bekisting 2.57 123,997.00 318,672.29

4 Pekerjaan Beton K-250 2.57 845,631.00 2,173,271.67

5 Pasangan Bata 60.48 80,432.00 4,864,527.36

6 Pekerjaan Plesteran & Aci 66.02 31,876.90 2,104,512.94

7 Pekerjaan Profil 66.02 104,214.00 6,880,208.28

8 Pekerjaan Cat 66.02 24,335.00 1,606,596.70

9 Huruf t = 15 cm buah 11.00 150,000.00 1,650,000.00

Sub Total D 22,033,340.68

TOTAL HARGA IX. ###

m2

m2

m3

m3

m2

m2

m2

m2

BILL OF QUANTITY (BQ)


I. PEKERJAAN MOBILISASI

KAPASITAS

HARGA JUMLAH

NO URAIAN PEKERJAAN SAT. VOLUME SATUAN HARGA

( Rp ) ( Rp )

1 Truck Mixer 5 m3 unit 1.00 350,000.00 350,000.00

2 Bacthing Plant 30 m3/jam ls 1.00 3,500,000.00 3,500,000.00

3 Dump Truck 8-12 ton unit 3.00 350,000.00 1,050,000.00

4 Excavator 8-140Hp unit 1.00 2,500,000.00 2,500,000.00

5 Wheel Loader 1-1.6m3 unit 1.00 1,500,000.00 1,500,000.00

6 Plat Bed Truck 3-4m3 unit 1.00 350,000.00 350,000.00

7 Water Tanker 2500 ltr unit 1.00 150,000.00 150,000.00

8 Generator Set 150 kpa unit 2.00 500,000.00 1,000,000.00

9 Water Pump 70-100 mm unit 1.00 150,000.00 150,000.00

10 Concrete Vibrator 2.00 50,000.00 100,000.00

11 Stamper 1.00 50,000.00 50,000.00

II PERALATAN LABORATORIUM

1 Pengujian Besi 1.00 1,500,000.00 1,500,000.00

2 Pengujian Beton 1.00 2,500,000.00 2,500,000.00

III PERALATAN SURVEY DLL

1 Theodolite ( T. Station ) unit 1.00 50,000.00 50,000.00

2 Waterpass unit 1.00 25,000.00 25,000.00

3 GPS unit 1.00 25,000.00 25,000.00

4 Kendaraan Operasional Pick Up unit 1.00 200,000.00 200,000.00

IV PERLENGKAPAN DIREKSI

1 Komputer PC unit 2.00 8,800,000.00 17,600,000.00

2 Printer A3 unit 2.00 3,500,000.00 7,000,000.00

3 Printer A4 unit 2.00 1,200,000.00 2,400,000.00

4 AC unit 4.00 3,000,000.00 12,000,000.00

TOTAL 54,000,000.00

DAFTAR HARGA SATUAN PEKERJAAN


NO URAIAN PEKERJAAN SAT. VOLUME

HARGA

SATUAN

( Rp )

STRUKTUR

1 Galian tanah biasa max kedalaman 2m' m3 1.00 31,881.00

2 Galian tanah dengan alat berat m3 1.00 43,008.00

3 Urugan tanah kembali m3 1.00 8,122.00

4 Timbunan tanah dari luar lokasi m3 1.00 48,005.00

5 Urugan pasir m3 1.00 102,256.00

6 Beton K-350 m3 1.00 688,759.00

7 Beton K-250 m3 1.00 617,259.00

8 Beton K-225 m3 1.00 578,759.00

9 Beton K-175 m3 1.00 507,259.00

10 Beton K-125 m3 1.00 369,759.00

11 Besi beton kg 1.00 16,483.00

12 Pasangan batu kali m3 1.00 285,534.00

13 Lantai kerja K-125 m3 1.00 624,360.00

14 Bekisting multiplex 12 mm (2x pakai) m2 1.00 123,997.00

15 Beton K-350 + Bekisting m3 1.00 924,281.00



FINISHING

1 Pasangan Lantai Keramik Heavy duty uk.40x40 m2 1.00 97,512.00



4 Pasangan plint keramik 10x30 m1 1.00 19,134.00

5 Pekerjaan Waterproofing m2 1.00 17,269.00

6 Pekerjaan Waterproofing termasuk screed pelindung (1:3) tebal m2 1.00 74,973.00

7 Pasangan dinding bata 1 : 4 m1 1.00 80,525.00

8 Pasangan Dinding Bata 1 : 2 ( Trasraam ) m1 1.00 89,072.00

9 Pasangan dinding keramik heavy duty uk. 20x20 m2 1.00 103,067.00

10 Pasangan dinding keramik heavy duty uk. 20x25 m2 1.00 103,067.00

11 Plester + Aci 1 : 2 m2 1.00 36,318.00

12 Plester + Aci 1 : 3 m2 1.00 33,641.00

13 Plester + Aci 1 : 4 m2 1.00 31,876.00

14 Kolom & balok praktis m2 1.00 80,069.00

15 Meja Beton Finishing marmer unit 1.00 824,834.00

16 Cat dinding interior 2-3 lapis m2 1.00 25,765.00

17 Cat dinding exterior 2-3 lapis m2 1.00 24,335.00

18 Cat kayu m2 1.00 22,342.00

19 Finishing Beton / Acian m2 1.00 19,790.00

20 Kusen, Daun Pintu type P1 (170X215) mm (Double) unit 1.00 5,296,717.00

21 Kusen, Daun Pintu type P2 (100X215) unit 1.00 1,982,398.00




25 Kusen, Daun Jendela type J1 (175X165) unit 1.00 2,702,028.00

26 Kusen, Daun Jendela type J4 (80X40) unit 1.00 342,726.00

27 Kusen, Daun Jendela type J5 (1150X40) unit 1.00 460,150.00

28 Pekerjaan PR 1 (5500x3000) unit 1.00 7,127,378.00






HARGA

SATUAN

( Rp )



33 Kusen, Pintu Jendela type PJ1 (430X300) unit 1.00 11,103,147.00

34 Kusen, Pintu type PD1 (170X215) unit 1.00 4,162,406.00

35 Pintu Besi PB1 (90X215) unit 1.00 4,328,108.00

36 Kusen, Daun Jendela type JA1 (700X550) unit 1.00 538,103.00


38 Kusen, Daun Jendela type JA3 (2650X1750) unit 1.00 4,632,930.00

39 Kusen, Daun Jendela type JA4 (2650X1750) unit 1.00 1,984,503.00

40 Kusen, Daun Jendela Kisi kisi Aluminium (3000X2000) unit 1.00 2,480,629.00


42 Kusen, Daun Pintu type AD1 unit 1.00 7,589,362.00







49 Kusen, Daun Pintu type AW1 unit 1.00 6,191,196.00



52 Kusen, Daun Pintu type AW4 unit 1.00 589,121.00




56 Kusen, Daun Pintu type J2 unit 1.00 1,708,591.00

57 Kusen, Daun Pintu type J3 unit 1.00 643,960.00




61 Rolling Door (4200 x 3000) unit 1.00 7,465,074.00

62 Rangka plafon m2 1.00 55,108.00

63 Plafond Akustik Board 60x60x15 m2 1.00 148,093.00

64 Urinoir type muslim + Accessories unit 1.00 4,210,085.00

65 Wastafel L 521 V1A ex. Toto + Assesories unit 1.00 1,487,601.00

66 Closet duduk CW 660 J / SW 660 J ex. Toto + Assesoris unit 1.00 1,745,125.00

67 Railling tangga m1 1.00 865,822.00

68 Dinding alumunium composit panel m2 1.00 583,772.00

69 Rabat beton t : 10 cm m2 1.00 56,967.00

70 Pekerjaan waterproofing 3mm m2 1.00 16,883.00

71 Finishing Kanopy beton m2 1.00 19,790.00

72 Plafond gypsum board 12 mm m2 1.00 45,480.00

73 Plafond kalsium silicat board t : 6 mm m2 1.00 62,221.00

74 Plafond kalsium silicat board t : 15 mm m2 1.00 88,507.00

75 Finishing dak beton expose + cat m2 1.00 46,283.00

76 Pekerjaan Listplank beton m1 1.00 34,915.00

77 Plafond alumunium linear ceilling m2 1.00 253,092.00

78 List plafon gypsum m1 1.00 21,803.00

79 Tangga besi m1 1.00 337,289.00

80 Nosing keramik 10x30 cm m1 1.00 42,406.00

81 Atap Spandek t=0,4mm +Accessories m1 1.00 106,843.00

82 Glaswool m2 1.00 32,607.00




HARGA

SATUAN

( Rp )

83 Alumunium foil m2 1.00 19,834.00

84 Floor Hardener m2 1.00 110,921.00

85 Pekerjaan Screed Lantai (1:3)+Wiremesh+Insulasi total m2 1.00 90,735.00

86 Isolasi panas Glasswoll tebal 2" Density 64 kg/m3 m2 1.00 162,758.00

87 Pekejaan Screed Dak Atap (1:3)+wiremesh+waterproofing m2 1.00 91,070.00

88 Pekerjaan Pemasangan Talang Air + Pipa PVC AW dia. 4" m1 1.00 132,823.00

ELEKTRIKAL

1 TL 2 x 36 watt TKI inbow + Mirror Reflector standar Unit 1.00 219,291.00

2 TL 2 x 36 watt TKI inbow + Mirror Reflector standar + Battery Ni Unit 1.00 1,032,191.00

3 Down Light PLC 2 x 26 watt Unit 1.00 202,791.00

4 TL 1 x 36 watt Balk Unit 1.00 324,055.00

5 Stop kontak Daya 300 watt Unit 1.00 31,730.00

6 Sakelar tunggal Unit 1.00 22,930.00

7 Sakelar Seri / Double Unit 1.00 49,605.00

8 Titik Instalasi cahaya + Upah Unit 1.00 313,903.00

9 Titik Instalasi stop kontak + Upah Unit 1.00 479,139.00

10 Kabel NYY, 4x95 mm2 m1 1.00 257,482.00

11 Kabel NYFGbY 4 x 35 mm m1 1.00 115,286.00

12 Kabel NYY, 4x95 mm2 m1 1.00 257,482.00

13 Kabel NYY, 4x70 mm2 m1 1.00 209,336.00

14 Kabel NYY, 4x35 mm2 m1 1.00 117,074.00

15 Kabel NYY, 4x50 mm2 m1 1.00 174,536.00

16 Kabel NYY, 4x25 mm2 m1 1.00 89,407.00

17 Kabel NYY, 4x16 mm2 m1 1.00 60,105.00

18 Kabel NYY, 4x10 mm2 m1 1.00 47,652.00

19 Kabel NYY 4x6 mm2 m1 1.00 34,349.00

20 Kabel NYFGbY, 3x1x(1x185 mm2)+1x(1x185 mm2) m1 1.00 532,021.00

21 Kabel NYY, 3x2x(1x185 mm2)+2x(1x185 mm2) m1 1.00 999,658.00

22 Kabel NYY, 4x300 mm2 m1 1.00 763,241.00

23 Kabel NYY, 4x120 mm2 m1 1.00 341,047.00

24 Junction Box Telephone Kap.60 Pairs, lengkap komponen Unit 1.00 8,995,094.00

25 path panel Terminasi & Accessories

26 Junction Box Telephone Kap.20 Pairs, lengkap komponen Unit 1.00 3,778,894.00

27 path panel Terminasi & Accessories

28 Wiring dari Box Kontrol Telkom ke JB.TL dengan Fiber Optic Cable m1 1.00 125,544.00

29 50/125 m, SMF, 24 Cores Outdoor Armoured

30 Wiring dari Box Kontrol Telkom ke JB.TL dengan Jelly Filled m1 1.00 140,167.00

31 Armoured Cable ( STEL K-007) 20x2x0.8 mm.sq dalam pipa HDP

32 Wiring dari Junction Box Telephone ke Outlet Telephone dengan I m1 1.00 945,088.00

33 Telephone Cable (STEL K-002) 2x2x0.6 mm.sq dalam HIP 20 mm

34 Outlet Telephone unit 1.00 101,855.00

35 Handset Telephone unit 1.00 390,479.00

36 UTP Cat 6 - 4 pairs unit 1.00 18,198.00

37 Faceplate Outlet Kit, RJ 45 Outbow, 1 Port complete European Wh unit 1.00 69,955.00

38 Modular Jack Cat 6 unit 1.00 102,507.00

39 Patch Panel RJ45 Cat 6, 48 port unit 1.00 2,180,044.00

40 Cat 6 Cable Assy, Patch Cord, 4 Feet, complete with boot m1 1.00 252,107.00

41 Cat 6 Cable Assy, Patch Cord, 7 Feet, complete with boot m1 1.00 329,107.00

42 Kabel NYY, 3x1x(1x300 mm2)+1x(1x300 mm2) m1 1.00 723,366.00

43 Kabel NYFGBY, 3x1x(1x300 mm2) m1 1.00 821,321.00

44 Kabel NYY, 3x2x(1x300 mm2)+2x(1x300 mm2) m1 1.00 1,842,409.00




HARGA

SATUAN

( Rp )

45 Kabel NYY, 3x2x(1x240 mm2)+2x(1x240 mm2) m1 1.00 1,383,759.00

46 Kabel NYFGbY, 3x1x(1x240 mm2)+1x(1x240 mm2) m1 1.00 694,447.00

47 Kabel NYFGBY, 4x25 mm2 m1 1.00 83,100.00

48 Cabel Tray 600 x 100 mm + Jointing m1 1.00 472,587.00

49 Cabel Tray 400 x 100 mm + Jointing m1 1.00 380,991.00

ANALISA MEKANIKAL

1 Gate Valve dia.32 mm unit 1.00 321,239.00

2 Gate Valve dia.20 mm unit 1.00 271,739.00

3 Pipa PVC Kelas 10 kg/cm2 dia.50 mm m1 1.00 23,396.00







10 Pipa Vent PVC Klas C dia.25 mm m1 1.00 9,775.00

11 Fan Kap.135 m3/h ( Ceilling Fan ) unit 1.00 1,997,253.00

12 Fan Kap.360 m3/h ( Wall Fan ) unit 1.00 1,922,867.00

13 Fan Kap.1140 m3/h ( Wall Fan ) unit 1.00 2,294,667.00

14 Pengadaan dan pemasangan power kabel fan unit 1.00 662,782.00

ANALISA JALAN DAN PAGAR

1 Pagar BRC T-240 (Galvanized) m1 1.00 524,907.00

2 Pintu Pagar BRC T-285 (Galvanized) m3 1.00 4,131,454.00

3 Galian Tanah Biasa maks kedalaman 2 m' m3 1.00 33,806.00

4 Urugan tanah kembali m3 1.00 8,122.00

5 Urugan pasir m3 1.00 102,256.00

6 Beton K-250 m3 1.00 650,003.00

7 Besi beton kg 1.00 16,483.00

8 Bekisting multiplex 12 mm (2x pakai) m2 1.00 123,997.00

9 Beton K-250 m3 1.00 617,259.00

10 Beton K-100 m3 1.00 803,324.00

11 Plester + Aci 1 : 4 m2 1.00 31,876.00

12 Pasangan dinding bata 1 : 4 m2 1.00 80,432.00

13 Pekerjaan Profil m2 1.00 104,214.00

Medan,……………..

PT./ CV.

………………………….

Jabatan

of 6

ANALISA HARGA SATUAN PEKERJAAN


ANALISA PEKERJAAN STRUKTUR

NO. URAIAN PEKERJAAN KOEF SAT. HARGA SATUAN JLH. HARGA

(Rp) (Rp)

1 Galian tanah biasa max kedalaman 2m' 1.00000 m3

A. Bahan

B. Upah

1 Tukang gali 0.52600 org/hari 47,000.00 24,722.00

2 Mandor 0.05260 org/hari 62,000.00 3,261.20

C. Alat

1 Alat bantu 1.00000 ls 1,000.00 1,000.00

JUMLAH 28,983.20

PROFIT + OH 10 % 2,898.32

TOTAL 31,881.52

DIBULATKAN 31,881.00

2 Galian tanah dengan alat berat 1.00000 m3

A. Bahan

B. Upah

1 Pekerja 0.29076 jam 5,875.00 1,708.19

2 Mandor 0.09692 jam 7,750.00 751.12

C. Alat

1 Excavator 0.09692 jam 341,750.00 33,121.93

2 Dump Truck 0.01720 jam 175,450.00 3,017.46

3 Alat Bantu 1.00000 ls 500.00 500.00

JUMLAH 39,098.70

PROFIT + OH 10 % 3,909.87

TOTAL 43,008.57


3 Urugan tanah kembali 1.00000 m3

A. Bahan

B. Upah o


2 Mandor 0.01200 org/hari 62,000.00 744.00

C. Alat

1 Alat bantu 1.00000 ls 1,000.00 1,000.00

JUMLAH 7,384.00

of 6


(Rp) (Rp)

PROFIT + OH 10 % 738.40

TOTAL 8,122.40

DIBULATKAN 8,122.00

4 Timbunan tanah dari luar lokasi 1.00000 m3

A. Bahan

1 Tanah timbun / merah 1.20000 m3 15,000.00 18,000.00

B. Upah

1 Pekerja 0.30000 org/jam 5,875.00 1,762.50

2 Mandor 0.01000 org/jam 7,750.00 77.50

C. Alat

1 Excavator 0.02500 jam 341,750.00 8,543.75

2 Wheel Loader 0.01500 jam 329,000.00 4,935.00

3 Dump Truck 20 ton 0.02500 jam 175,450.00 4,386.25

4 Motor Grader 0.01100 jam 316,750.00 3,484.25

5 Vibrator Roller 0.01000 jam 233,600.00 2,336.00

6 Water Tank truck 0.00100 jam 115,875.00 115.88

JUMLAH 43,641.13

PROFIT + OH 10 % 4,364.11

TOTAL 48,005.24


5 Urugan pasir 1.00000 m3 o

A. Bahan

1 Pasir urug 1.20000 m3 60,000.00 72,000.00

B. Upah

1 Pekerja 0.30000 org/hari 47,000.00 14,100.00

2 Mandor 0.03000 org/hari 62,000.00 1,860.00

C. Alat

1 Alat bantu 1.00000 ls 5,000.00 5,000.00

JUMLAH 92,960.00

PROFIT + OH 10 % 9,296.00

TOTAL 102,256.00


6 Beton K-350 1.00000 m3 o

A. Bahan

1 Readymix K-350 1.00000 m3 590,000.00 590,000.00

B. Upah

1 Pekerja 0.55000 org/hari 47,000.00 25,850.00

2 Tukang batu 0.12500 org/hari 57,000.00 7,125.00

3 Kepala tukang batu 0.01250 org/hari 67,000.00 837.50

4 Mandor 0.00125 org/hari 62,000.00 77.50

C. Alat

of 6


(Rp) (Rp)

1 Concrete vibrator 0.04000 jam 43,875.00 1,755.00

2 Alat Bantu 1.00000 500.00 500.00

JUMLAH 626,145.00

PROFIT + OH 10 % 62,614.50

TOTAL 688,759.50


7 Beton K-250 1.00000 m3 o

A. Bahan

1 Readymix K-250 1.00000 m3 525,000.00 525,000.00

B. Upah

1 Pekerja 0.55000 org/hari 47,000.00 25,850.00



4 Mandor 0.00125 org/hari 62,000.00 77.50

C. Alat


2 Alat Bantu 1.00000 500.00 500.00

JUMLAH 561,145.00

PROFIT + OH 10 % 56,114.50

TOTAL 617,259.50


8 Beton K-225 1.00000 m3 o

A. Bahan

1 Readymix K-225 1.00000 m3 490,000.00 490,000.00

B. Upah

1 Pekerja 0.55000 org/hari 47,000.00 25,850.00



4 Mandor 0.00125 org/hari 62,000.00 77.50

C. Alat


2 Alat Bantu 1.00000 500.00 500.00

JUMLAH 526,145.00

PROFIT + OH 10 % 52,614.50

TOTAL 578,759.50


9 Beton K-175 1.00000 m3 o

A. Bahan

1 Readymix K-175 1.00000 m3 425,000.00 425,000.00

B. Upah

1 Pekerja 0.55000 org/hari 47,000.00 25,850.00

of 6


(Rp) (Rp)



4 Mandor 0.00125 org/hari 62,000.00 77.50

C. Alat


2 Alat Bantu 1.00000 500.00 500.00

JUMLAH 461,145.00

PROFIT + OH 10 % 46,114.50

TOTAL 507,259.50


9 Beton K-125 1.00000 m3 o

A. Bahan

1 Readymix K-125 1.00000 m3 300,000.00 300,000.00

B. Upah

1 Pekerja 0.55000 org/hari 47,000.00 25,850.00



4 Mandor 0.00125 org/hari 62,000.00 77.50

C. Alat


2 Alat Bantu 1.00000 500.00 500.00

JUMLAH 336,145.00

PROFIT + OH 10 % 33,614.50

TOTAL 369,759.50


10 Besi beton 1.00000 kg o

A. Bahan

1 Besi beton 1.05000 kg 9,800.00 10,290.00

2 Kawat beton 0.01000 kg 18,500.00 185.00

B. Upah

1 Pekerja 0.02500 org/hari 47,000.00 1,175.00

2 Tukang besi 0.01500 org/hari 57,000.00 855.00

3 Kepala tukang besi 0.01000 org/hari 67,000.00 670.00

4 Mandor 0.00500 org/hari 62,000.00 310.00

C. Alat

1 Alat Bantu 1.00000 ls 1,500.00 1,500.00

JUMLAH 14,985.00

PROFIT + OH 10 % 1,498.50

TOTAL 16,483.50


11 Pasangan batu kali 1.00000 m3 o

of 6


(Rp) (Rp)

A. Bahan

1 Batu belah 1.20000 m3 120,000.00 144,000.00

2 Portland cement 0.95000 zak 55,000.00 52,250.00

3 Pasir pasang 0.04500 m3 85,000.00 3,825.00

B. Upah

1 Pekerja 0.75000 org/hari 47,000.00 35,250.00



4 Mandor 0.01690 org/hari 62,000.00 1,047.80

C. Alat

1 Alat 1.00000 ls 2,500.00 2,500.00

JUMLAH 259,576.55

PROFIT + OH 10 % 25,957.66

TOTAL 285,534.20


12 Lantai kerja K-125 1.00000 m3 o

(Pengecoran Manual)

A. Bahan

1 Portland cement 3.95600 zak 55,000.00 217,580.00

2 Pasir beton 0.55000 m3 90,000.00 49,500.00

3 Split pecah mesin 2/3 0.93000 m3 185,000.00 172,050.00

B. Upah

1 Pekerja 2.00000 org/hari 47,000.00 94,000.00


3 Kepala tukang batu 0.05000 org/hari 67,000.00 3,350.00

4 Mandor 0.01000 org/hari 62,000.00 620.00

C. Alat

1 Alat 1.00000 ls 2,000.00 2,000.00

JUMLAH 567,600.00

PROFIT + OH 10 % 56,760.00

TOTAL 624,360.00


13 Bekisting multiplex 12 mm (2x pakai) 1.00000 m2 o

A. Bahan

1 Broti ( Kayu klas III ) 0.02500 m3 3,250,000.00 81,250.00

2 Multiplex 12 mm (2 x pakai) 0.02500 lbr 120,000.00 3,000.00

3 Paku 0.25000 kg 10,000.00 2,500.00

B. Upah

1 Pekerja 0.25000 org/hari 47,000.00 11,750.00

2 Tukang kayu 0.15000 org/hari 57,000.00 8,550.00

3 Kepala tukang kayu 0.01500 org/hari 67,000.00 1,005.00

4 Mandor 0.01000 org/hari 62,000.00 620.00

5 Tukang Kayu 1/2 Terampil (Bongkar 0.02500 org/hari 62,000.00 1,550.00

of 6


(Rp) (Rp)

C. Alat

1 Alat bantu 1.00000 ls 2,500.00 2,500.00

JUMLAH 112,725.00

PROFIT + OH 10 % 11,272.50

TOTAL 123,997.50


14 Beton K-350 + Bekisting

Beton K-350 1.00000 m3 o

A. Bahan

1 Readymix K-350 1.00000 m3 688,759.00 688,759.00

2 Bekisting/ Cetakan 1.00000 m2 123,997.00 123,997.00

B. Upah

C. Alat

1 Scafolding/ Perancah 1.00000 Ls 25,000.00 25,000.00

2 Alat Bantu 1.00000 2,500.00 2,500.00

TOTAL 840,256.00

PROFIT + OH 10 % 84,025.60

TOTAL 924,281.60


15 Beton K-250 + Bekisting 1.00000 m3 o

Beton K-250

A. Bahan

1 Readymix K-250 1.00000 m3 617,259.00 617,259.00


B. Upah

C. Alat


2 Alat Bantu 1.00000 2,500.00 2,500.00

TOTAL 768,756.00

PROFIT + OH 10 % 76,875.60

TOTAL 845,631.60


16 Beton K-175 + Bekisting 1.00000 m3 o

Beton K-175

A. Bahan

1 Readymix K-175 1.00000 m3 507,259.00 507,259.00


of 6


(Rp) (Rp)

B. Upah

C. Alat


2 Alat Bantu 1.00000 2,500.00 2,500.00

TOTAL 658,756.00

PROFIT + OH 10 % 65,875.60

TOTAL 724,631.60


of 34



ANALISA PEKERJAAN FINISHING


(Rp) (Rp)

1 Pasangan Lantai Keramik Heavy duty uk.40x40 1.00000 m2

A. Bahan

1 Keramik 40x40 KW 1 1.01000 m2 40,000.00 40,400.00

2 Portland cement (50 kg) 0.16000 zak 55,000.00 8,800.00

3 Pasir pasang 0.03000 m3 85,000.00 2,550.00

4 Semen warna 0.01300 kg 1,500.00 19.50

B. Upah

1 Pekerja 0.18750 org/hari 47,000.00 8,812.50

2 Tukang 0.37500 org/hari 57,000.00 21,375.00

3 Kepala tukang 0.07500 org/hari 67,000.00 5,025.00

4 Mandor 0.01880 org/hari 62,000.00 1,165.60

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 88,647.60

PROFIT + OH 10 % 8,864.76

TOTAL 97,512.36



A. Bahan

1 Keramik 30x30 KW 1 1.01000 m2 43,000.00 43,430.00


3 Pasir pasang 0.03000 m3 85,000.00 2,550.00

4 Semen warna 0.01300 kg 1,500.00 19.50

B. Upah

1 Pekerja 0.18750 org/hari 47,000.00 8,812.50

2 Tukang 0.37500 org/hari 57,000.00 21,375.00


4 Mandor 0.01880 org/hari 62,000.00 1,165.60

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 91,677.60

PROFIT + OH 10 % 9,167.76

TOTAL 100,845.36



A. Bahan

1 Keramik 20x20 KW 1 1.01000 m2 45,000.00 45,450.00


3 Pasir pasang 0.03000 m3 85,000.00 2,550.00

4 Semen warna 0.01300 kg 1,500.00 19.50

of 34


(Rp) (Rp)

B. Upah

1 Pekerja 0.18750 org/hari 47,000.00 8,812.50

2 Tukang 0.37500 org/hari 57,000.00 21,375.00


4 Mandor 0.01880 org/hari 62,000.00 1,165.60

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 93,697.60

PROFIT + OH 10 % 9,369.76

TOTAL 103,067.36


4 Pekerjaan Waterproofing 1.00000 m2

A. Bahan

1 Waterproofing membran 0.02500 roll 550,000.00 13,750.00

B. Upah

1 Pekerja 0.00150 org/hari 47,000.00 70.50

2 Tukang 0.02150 org/hari 57,000.00 1,225.50

3 Kepala tukang 0.00215 org/hari 67,000.00 144.05

4 Mandor 0.00015 org/hari 62,000.00 9.30

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 15,699.35

PROFIT + OH 10 % 1,569.94

TOTAL 17,269.29


5 1.00000 m2

A. Bahan



3 Pasir pasang 0.02850 m3 85,000.00 2,422.50

B. Upah

1 Pekerja 0.28600 org/hari 47,000.00 13,442.00

2 Tukang 0.21400 org/hari 57,000.00 12,198.00


4 Mandor 0.02000 org/hari 62,000.00 1,240.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 68,157.89

PROFIT + OH 10 % 6,815.79

TOTAL 74,973.68

Pekerjaan Waterproofing termasuk screed pelindung (1:3) tebal 3 cm

of 34


(Rp) (Rp)


6 Pasangan plint keramik 10x40 1.00000 m1

A. Bahan

1 Keramik 10x40 KW 1 1.01000 m1 10,000.00 10,100.00

2 Portland cement (50 kg) 0.01600 zak 55,000.00 880.00

3 Pasir pasang 0.00300 m3 85,000.00 255.00

4 Semen warna 0.00130 kg 1,500.00 1.95

B. Upah

1 Pekerja 0.01875 org/hari 47,000.00 881.25

2 Tukang 0.03750 org/hari 57,000.00 2,137.50


4 Mandor 0.00188 org/hari 62,000.00 116.56

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 15,374.76

PROFIT + OH 10 % 1,537.48

TOTAL 16,912.24


7 Pasangan plint keramik 10x30 1.00000 m1

A. Bahan

1 Keramik 10x30 KW 1 1.01000 m1 12,000.00 12,120.00

2 Portland cement (50 kg) 0.01600 zak 55,000.00 880.00

3 Pasir pasang 0.00300 m3 85,000.00 255.00

4 Semen warna 0.00130 kg 1,500.00 1.95

B. Upah

1 Pekerja 0.01875 org/hari 47,000.00 881.25

2 Tukang 0.03750 org/hari 57,000.00 2,137.50


4 Mandor 0.00188 org/hari 62,000.00 116.56

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 17,394.76

PROFIT + OH 10 % 1,739.48

TOTAL 19,134.24


8 Pasangan dinding bata 1 : 4 1.00000 m2

A. Bahan

1 Bata merah 70.00000 bh 500.00 35,000.00


3 Pasir pasang 0.04300 m3 85,000.00 3,655.00

B. Upah

1 Pekerja 0.30000 org/hari 47,000.00 14,100.00

2 Tukang 0.10000 org/hari 57,000.00 5,700.00


of 34


(Rp) (Rp)

4 Mandor 0.01500 org/hari 62,000.00 930.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 73,205.00

PROFIT + OH 10 % 7,320.50

TOTAL 80,525.50


9 Pasangan Dinding Bata 1 : 2 ( Trasraam ) 1.00000 m2

A. Bahan

1 Bata merah 70.00000 bh 500.00 35,000.00


3 Pasir pasang 0.03800 m3 85,000.00 3,230.00

B. Upah

1 Pekerja 0.30000 org/hari 47,000.00 14,100.00

2 Tukang 0.10000 org/hari 57,000.00 5,700.00


4 Mandor 0.01500 org/hari 62,000.00 930.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 80,975.00

PROFIT + OH 10 % 8,097.50

TOTAL 89,072.50


10 Pasangan dinding keramik heavy duty uk. 20x20 1.00000 m2

A. Bahan

1 Keramik 20x20 KW 1 1.01000 m2 45,000.00 45,450.00


3 Pasir pasang 0.03000 m3 85,000.00 2,550.00

4 Semen warna 0.01300 kg 1,500.00 19.50

B. Upah

1 Pekerja 0.18750 org/hari 47,000.00 8,812.50

2 Tukang 0.37500 org/hari 57,000.00 21,375.00


4 Mandor 0.01880 org/hari 62,000.00 1,165.60

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 93,697.60

PROFIT + OH 10 % 9,369.76

TOTAL 103,067.36


11 Pasangan dinding keramik heavy duty uk. 20x25 1.00000 m2

A. Bahan

1 Keramik 20x25 KW 1 1.01000 m2 45,000.00 45,450.00

of 34


(Rp) (Rp)


3 Pasir pasang 0.03000 m3 85,000.00 2,550.00

4 Semen warna 0.01300 kg 1,500.00 19.50

B. Upah

1 Pekerja 0.18750 org/hari 47,000.00 8,812.50

2 Tukang 0.37500 org/hari 57,000.00 21,375.00


4 Mandor 0.01880 org/hari 62,000.00 1,165.60

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 93,697.60

PROFIT + OH 10 % 9,369.76

TOTAL 103,067.36


12 Plester + Aci 1 : 2 1.00000 m2

A. Bahan


2 Pasir pasang 0.02000 m3 85,000.00 1,700.00

B. Upah

1 Pekerja 0.20000 org/hari 47,000.00 9,400.00

2 Tukang 0.15000 org/hari 57,000.00 8,550.00


4 Mandor 0.01000 org/hari 62,000.00 620.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 33,017.00

PROFIT + OH 10 % 3,301.70

TOTAL 36,318.70


13 Plester + Aci 1 : 3 1.00000 m2

A. Bahan


2 Pasir pasang 0.02300 m3 85,000.00 1,955.00

B. Upah

1 Pekerja 0.20000 org/hari 47,000.00 9,400.00

2 Tukang 0.15000 org/hari 57,000.00 8,550.00


4 Mandor 0.01000 org/hari 62,000.00 620.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 30,583.60

PROFIT + OH 10 % 3,058.36

TOTAL 33,641.96


of 34


(Rp) (Rp)

14 Plester + Aci 1 : 4 1.00000 m2

A. Bahan


2 Pasir pasang 0.02400 m3 85,000.00 2,040.00

B. Upah

1 Pekerja 0.20000 org/hari 47,000.00 9,400.00

2 Tukang 0.15000 org/hari 57,000.00 8,550.00


4 Mandor 0.01000 org/hari 62,000.00 620.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 28,979.00

PROFIT + OH 10 % 2,897.90

TOTAL 31,876.90


15 Kolom & balok praktis 1.00000 m1

A. Bahan

1 Beton K-225 0.01440 m3 578,759.00 8,334.13

2 Besi beton 2.49600 kg 16,483.00 41,141.57

3 Kaso kayu borneo 0.00255 m3 3,250,000.00 8,287.50

4 Papan 0.15000 m2 56,000.00 8,400.00

5 Paku 0.10000 Kg 10,000.00 1,000.00

B. Upah

1 Pekerja 0.01800 org/hari 47,000.00 846.00

2 Tukang 0.04050 org/hari 57,000.00 2,308.50


4 Mandor 0.00750 org/hari 62,000.00 465.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 72,790.20

PROFIT + OH 10 % 7,279.02

TOTAL 80,069.22


16 Meja Beton Finishing marmer 1.00000 unit

A. Bahan

1 Beton K-225 0.50000 m3 578,759.00 289,379.50

2 Besi beton 20.00000 kg 16,483.00 329,660.00

3 Papan 0.15000 m2 56,000.00 8,400.00

4 Paku 0.01000 Kg 10,000.00 100.00

5 Marmer 0.50000 m2 120,000.00 60,000.00

B. Upah

1 Pekerja 0.40000 org/hari 47,000.00 18,800.00

2 Tukang 0.55000 org/hari 57,000.00 31,350.00


of 34


(Rp) (Rp)

4 Mandor 0.08000 org/hari 62,000.00 4,960.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 749,849.50

PROFIT + OH 10 % 74,984.95

TOTAL 824,834.45


17 Cat dinding interior 2-3 lapis 1.00000 m2

A. Bahan

1 Cat tembok 0.25000 kg 22,000.00 5,500.00

2 Plamir tembok 0.16000 kg 12,000.00 1,920.00

3 Rol cat 0.01000 bh 8,000.00 80.00

4 Ampelas 0.50000 lbr 500.00 250.00

B. Upah

1 Pekerja 0.09000 org/hari 47,000.00 4,230.00

2 Tukang 0.17150 org/hari 57,000.00 9,775.50


4 Mandor 0.00625 org/hari 62,000.00 387.50

C. Alat

1 Steger 0.04250 ls 1,500.00 63.75

JUMLAH 23,422.80

PROFIT + OH 10 % 2,342.28

TOTAL 25,765.08


18 Cat dinding exterior 2-3 lapis 1.00000 m2

A. Bahan

1 Cat tembok 0.17500 kg 24,000.00 4,200.00

2 Plamir tembok 0.16000 kg 12,000.00 1,920.00

3 Rol cat 0.01000 bh 8,000.00 80.00

4 Ampelas 0.50000 lbr 500.00 250.00

B. Upah

1 Pekerja 0.09000 org/hari 47,000.00 4,230.00

2 Tukang 0.17150 org/hari 57,000.00 9,775.50


4 Mandor 0.00625 org/hari 62,000.00 387.50

C. Alat

1 Steger 0.04250 ls 1,500.00 63.75

JUMLAH 22,122.80

PROFIT + OH 10 % 2,212.28

TOTAL 24,335.08


19 Cat kayu 1.00000 m2

of 34


(Rp) (Rp)

A. Bahan

1 Meni kayu 0.16700 kg 12,000.00 2,004.00

2 Plamir 0.08300 kg 12,000.00 996.00

3 Cat kayu 0.20000 kg 25,000.00 5,000.00

4 Ampelas 0.40000 lbr 500.00 200.00

5 Minyak cat 0.15000 ltr 15,000.00 2,250.00

6 Kuas 0.05000 bh 2,000.00 100.00

B. Upah

1 Pekerja 0.07000 org/hari 47,000.00 3,290.00

2 Tukang 0.10500 org/hari 57,000.00 5,985.00


4 Mandor 0.00250 org/hari 62,000.00 155.00

C. Alat

1 Steger 0.04250 ls 1,500.00 63.75

JUMLAH 20,311.75

PROFIT + OH 10 % 2,031.18

TOTAL 22,342.93


20 Finishing Beton / Acian 1.00000 m2

A. Bahan


B. Upah

1 Pekerja 0.15000 org/hari 47,000.00 7,050.00

2 Tukang 0.10000 org/hari 57,000.00 5,700.00


4 Mandor 0.00800 org/hari 62,000.00 496.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 17,991.00

PROFIT + OH 10 % 1,799.10

TOTAL 19,790.10


21 PINTU & JENDELA

21.1 Kusen, Daun Pintu type P1 (170X215) mm (Double) 1.00000 unit

A. Bahan

1 Kayu balok Kamper Medan 0.22515 m3 3,250,000.00 731,737.50

2 Cat kayu 8.81000 m2 22,342.00 196,833.02

3 Door Closer (DC) 2.00000 bh 250,000.00 500,000.00

4 Door Stop (DS) 2.00000 bh 35,000.00 70,000.00

5 Handle (HD) 1.00000 bh 150,000.00 150,000.00

6 Kunci 1.00000 bh 250,000.00 250,000.00

7 Engsel 4" 4.00000 bh 12,000.00 48,000.00

Daun Pintu dibuat 2 Buah 2.00000 bh 1,946,570.52 3,893,141.04

B. Upah

of 34


(Rp) (Rp)

1 Pekerja 2.37300 org/hari 47,000.00 111,531.00

2 Tukang 10.20050 org/hari 57,000.00 581,428.50


4 Mandor 0.11753 org/hari 62,000.00 7,286.86

C. Alat

1 Alat bantu 1.00000 ls 150,000.00 150,000.00

JUMLAH 4,815,198.00

PROFIT + OH 10 % 481,519.80

TOTAL 5,296,717.80

DIBULATKAN 5,296,717.00

21.2 Kusen, Daun Pintu type P2 (100X215) 1.00000 unit

A. Bahan


2 Cat kayu 5.62500 m2 22,342.00 125,673.75

3 Door Closer (DC) 1.00000 bh 250,000.00 250,000.00

4 Door Stop (DS) 1.00000 bh 35,000.00 35,000.00

5 Handle (HD) 1.00000 bh 150,000.00 150,000.00

6 Lockset 1.00000 bh 250,000.00 250,000.00

7 Engsel 4" 1.00000 bh 12,000.00 12,000.00

8 Kaca es tebal 5 mm 0.14000 m2 160,000.00 22,400.00

B. Upah

1 Pekerja 1.44900 org/hari 47,000.00 68,103.00

2 Tukang 6.20613 org/hari 57,000.00 353,749.13


4 Mandor 0.07578 org/hari 62,000.00 4,698.05

C. Alat

1 Alat bantu 1.00000 ls 125,000.00 125,000.00

JUMLAH 1,802,180.20

PROFIT + OH 10 % 180,218.02

TOTAL 1,982,398.22


21.3 Kusen, Daun Pintu type P3 (90X215) 1.00000 unit

A. Bahan


2 Cat kayu 5.17000 m2 22,342.00 115,508.14

3 Door Closer (DC) 1.00000 bh 250,000.00 250,000.00

4 Door Stop (DS) 1.00000 bh 35,000.00 35,000.00

5 Handle (HD) 1.00000 bh 150,000.00 150,000.00

6 Lockset 1.00000 bh 250,000.00 250,000.00

7 Engsel 4" 1.00000 bh 12,000.00 12,000.00

8 Kaca es tebal 5 mm 0.14000 m2 160,000.00 22,400.00

B. Upah

1 Pekerja 1.31700 org/hari 47,000.00 61,899.00

2 Tukang 5.63550 org/hari 57,000.00 321,223.50


4 Mandor 0.06981 org/hari 62,000.00 4,328.22

of 34


(Rp) (Rp)

C. Alat

1 Alat bantu 1.00000 ls 100,000.00 100,000.00

JUMLAH 1,724,034.16

PROFIT + OH 10 % 172,403.42

TOTAL 1,896,437.58

DIBULATKAN 1,896,437.00 21.4 Kusen, Daun Pintu type P4 (90X215) 1.00000 unit

A. Bahan


2 Cat kayu 5.17000 m2 22,342.00 115,508.14

3 Door Closer (DC) 1.00000 bh 250,000.00 250,000.00

4 Door Stop (DS) 1.00000 bh 35,000.00 35,000.00

5 Handle (HD) 1.00000 bh 150,000.00 150,000.00

6 Lockset 1.00000 bh 250,000.00 250,000.00

7 Engsel 4" 1.00000 bh 12,000.00 12,000.00

B. Upah

1 Pekerja 1.31700 org/hari 47,000.00 61,899.00

2 Tukang 5.63550 org/hari 57,000.00 321,223.50


4 Mandor 0.06981 org/hari 62,000.00 4,328.22

C. Alat

1 Alat bantu 1.00000 ls 100,000.00 100,000.00

JUMLAH 1,719,834.16

PROFIT + OH 10 % 171,983.42

TOTAL 1,891,817.58

DIBULATKAN 1,891,817.00 21.5 Kusen, Daun Pintu type P5 (80X215) 1.00000 unit

A. Bahan


2 Cat kayu 4.71500 m2 22,342.00 105,342.53

3 Door Closer (DC) 1.00000 bh 250,000.00 250,000.00

4 Door Stop (DS) 1.00000 bh 35,000.00 35,000.00

5 Handle (HD) 1.00000 bh 150,000.00 150,000.00

6 Lockset 1.00000 bh 250,000.00 250,000.00

7 Engsel 4" 1.00000 bh 12,000.00 12,000.00

B. Upah

1 Pekerja 1.18500 org/hari 47,000.00 55,695.00

2 Tukang 5.06488 org/hari 57,000.00 288,697.88


4 Mandor 0.06385 org/hari 62,000.00 3,958.39

C. Alat

1 Alat bantu 1.00000 ls 50,000.00 50,000.00

JUMLAH 1,616,688.12

PROFIT + OH 10 % 161,668.81

TOTAL 1,778,356.93

DIBULATKAN 1,778,356.00 21.6 Kusen, Daun Jendela type J1 (175X165) 1.00000 unit

of 34


(Rp) (Rp)

A. Bahan

1 Kaca Tempered polos 8mm 2.88750 m2 410,000.00 1,183,875.00

2 Aluminium Frame Window (AW) 18.70000 m1 45,000.00 841,500.00

3 Spring knip 2.00000 bh 10,000.00 20,000.00

4 Kait angin 2.00000 bh 10,000.00 20,000.00

5 Engsel jendela 2.00000 bh 8,000.00 16,000.00

B. Upah

1 Pekerja 0.86625 org/hari 47,000.00 40,713.75

2 Tukang 3.46500 org/hari 57,000.00 197,505.00


4 Mandor 0.05775 org/hari 62,000.00 3,580.50

C. Alat

1 Alat bantu 1.00000 ls 110,000.00 110,000.00

JUMLAH 2,456,389.75

PROFIT + OH 10 % 245,638.98

TOTAL 2,702,028.73


21.7 Kusen, Daun Jendela type J4 (80X40) 1.00000 unit

A. Bahan

1 Kaca Tempered polos 8mm 0.32000 m2 410,000.00 131,200.00


3 Spring knip 1.00000 bh 10,000.00 10,000.00

4 Kait angin 1.00000 bh 10,000.00 10,000.00


B. Upah

1 Pekerja 0.09600 org/hari 47,000.00 4,512.00

2 Tukang 0.38400 org/hari 57,000.00 21,888.00


4 Mandor 0.00640 org/hari 62,000.00 396.80

C. Alat

1 Alat bantu 1.00000 ls 15,000.00 15,000.00

JUMLAH 311,569.60

PROFIT + OH 10 % 31,156.96

TOTAL 342,726.56


21.8 Kusen, Daun Jendela type J5 (1150X40) 1.00000 unit

A. Bahan



3 Spring knip 1.00000 bh 10,000.00 10,000.00

4 Kait angin 1.00000 bh 10,000.00 10,000.00


B. Upah

1 Pekerja 0.13800 org/hari 47,000.00 6,486.00

2 Tukang 0.55200 org/hari 57,000.00 31,464.00


of 34


(Rp) (Rp)

4 Mandor 0.00920 org/hari 62,000.00 570.40

C. Alat

1 Alat bantu 1.00000 ls 20,000.00 20,000.00

JUMLAH 418,318.80

PROFIT + OH 10 % 41,831.88

TOTAL 460,150.68

DIBULATKAN 460,150.00 21.9 Pekerjaan PR 1 (5500x3000) 1.00000 unit

A. Bahan


2 Aluminium Frame Window (AW) 43.00000 m1 45,000.00 1,935,000.00

3 Taekwood 9 mm 1.15538 lbr 105,000.00 121,315.10

4 Kaca clear 5 mm 11.54000 m2 110,000.00 1,269,400.00

5 Door Closer (DC) 1.00000 bh 250,000.00 250,000.00

6 Door Stop (DS) 1.00000 bh 35,000.00 35,000.00

7 Handle (HD) 1.00000 bh 150,000.00 150,000.00

8 Cylinder Lock (CL) 1.00000 bh 125,000.00 125,000.00

9 Engsel 4" 3.00000 bh 12,000.00 36,000.00

B. Upah

1 Pekerja 4.95000 org/hari 47,000.00 232,650.00

2 Tukang 19.80000 org/hari 57,000.00 1,128,600.00


4 Mandor 0.33000 org/hari 62,000.00 20,460.00

C. Alat

1 Alat bantu 1.00000 ls 250,000.00 250,000.00

JUMLAH 6,479,435.10

PROFIT + OH 10 % 647,943.51

TOTAL 7,127,378.61


### Pekerjaan PR 2 (5500x3000) 1.00000 unit

A. Bahan



3 Taekwood 9 mm 1.15538 lbr 105,000.00 121,315.10

4 Kaca clear 5 mm 9.60500 m2 110,000.00 1,056,550.00

5 Door Closer (DC) 2.00000 bh 250,000.00 500,000.00

6 Door Stop (DS) - bh 35,000.00 -

7 Handle (HD) 2.00000 bh 150,000.00 300,000.00


9 Engsel 4" 6.00000 bh 12,000.00 72,000.00

B. Upah

1 Pekerja 4.95000 org/hari 47,000.00 232,650.00

2 Tukang 19.80000 org/hari 57,000.00 1,128,600.00


4 Mandor 0.33000 org/hari 62,000.00 20,460.00

C. Alat

1 Alat bantu 1.00000 ls 250,000.00 250,000.00

JUMLAH 7,450,935.10

PROFIT + OH 10 % 745,093.51

of 34


(Rp) (Rp)

TOTAL 8,196,028.61



A. Bahan

1 Kaca Tempered polos 8mm m2 410,000.00 -


3 Taekwood 9 mm 1.15538 lbr 105,000.00 121,315.10

4 Kaca clear 5 mm 14.90000 m2 110,000.00 1,639,000.00

5 Door Closer (DC) 1.00000 bh 250,000.00 250,000.00

6 Door Stop (DS) - bh 35,000.00 -

7 Handle (HD) 1.00000 bh 150,000.00 150,000.00


9 Engsel 4" 1.00000 bh 12,000.00 12,000.00

B. Upah

1 Pekerja 5.37750 org/hari 47,000.00 252,742.50

2 Tukang 21.51000 org/hari 57,000.00 1,226,070.00


4 Mandor 0.35850 org/hari 62,000.00 22,227.00

C. Alat

1 Alat bantu 1.00000 ls 250,000.00 250,000.00

JUMLAH 6,347,971.60

PROFIT + OH 10 % 634,797.16

TOTAL 6,982,768.76



A. Bahan


2 Taekwood 9 mm 1.15538 lbr 105,000.00 121,315.10

3 Kaca clear 5 mm 13.47500 m2 110,000.00 1,482,250.00

B. Upah

1 Pekerja 4.95000 org/hari 47,000.00 232,650.00

2 Tukang 19.80000 org/hari 57,000.00 1,128,600.00


4 Mandor 0.33000 org/hari 62,000.00 20,460.00

C. Alat

1 Alat bantu 1.00000 ls 250,000.00 250,000.00

JUMLAH 5,437,935.10

PROFIT + OH 10 % 543,793.51

TOTAL 5,981,728.61



A. Bahan


2 Aluminium Frame Window (AW) ### m1 45,000.00 5,535,000.00

of 34


(Rp) (Rp)

3 Taekwood 9 mm 3.46615 lbr 105,000.00 363,945.31

4 Kaca clear 5 mm 34.75500 m2 110,000.00 3,823,050.00

5 Door Closer (DC) 1.00000 bh 250,000.00 250,000.00

6 Door Stop (DS) - bh 35,000.00 -

7 Handle (HD) 1.00000 bh 150,000.00 150,000.00


9 Engsel 4" 1.00000 bh 12,000.00 12,000.00

B. Upah

1 Pekerja 14.85000 org/hari 47,000.00 697,950.00

2 Tukang 59.40000 org/hari 57,000.00 3,385,800.00


4 Mandor 0.99000 org/hari 62,000.00 61,380.00

C. Alat

1 Alat bantu 1.00000 ls 250,000.00 250,000.00

JUMLAH 17,376,805.31

PROFIT + OH 10 % 1,737,680.53

TOTAL 19,114,485.84

DIBULATKAN ###

### Kusen, Pintu Jendela type PJ1 (430X300) 1.00000 unit

A. Bahan

1 Kaca Reflective polos 8mm 6.42000 m2 220,000.00 1,412,400.00


3 Stainless steel (SST) 6.42000 m2 450,000.00 2,889,000.00

4 Floor hinges 2.00000 bh 450,000.00 900,000.00

5 Pull handle Handle (frameless) 2.00000 pair 220,000.00 440,000.00

6 Patch fiting 4.00000 bh 180,000.00 720,000.00

B. Upah

1 Pekerja 4.95000 org/hari 47,000.00 232,650.00

2 Tukang 19.80000 org/hari 57,000.00 1,128,600.00


4 Mandor 0.33000 org/hari 62,000.00 20,460.00

C. Alat

1 Alat bantu 1.00000 ls 250,000.00 250,000.00

JUMLAH 10,093,770.00

PROFIT + OH 10 % 1,009,377.00

TOTAL 11,103,147.00

DIBULATKAN ###### Kusen, Pintu type PD1 (170X215) 1.00000 unit

A. Bahan



3 Engsel pintu 3.00000 ps 150,000.00 450,000.00

4 Lockset 1.00000 bh 250,000.00 250,000.00

5 Pull Handle (PH) 1.00000 bh 190,000.00 190,000.00

B. Upah

1 Pekerja 1.09650 org/hari 47,000.00 51,535.50

2 Tukang 4.38600 org/hari 57,000.00 250,002.00

of 34


(Rp) (Rp)


4 Mandor 0.07310 org/hari 62,000.00 4,532.20

C. Alat

1 Alat bantu 1.00000 ls 250,000.00 250,000.00

JUMLAH 3,784,005.90

PROFIT + OH 10 % 378,400.59

TOTAL 4,162,406.49


### Pintu Besi PB1 (90X215) 1.00000 unit

A. Bahan

1 Pintu besi 1.93500 m2 1,300,000.00 2,515,500.00

2 Engsel pintu 3.00000 ps 150,000.00 450,000.00

3 Lockset 1.00000 bh 250,000.00 250,000.00

4 Pull Handle (PH) 1.00000 bh 190,000.00 190,000.00

5 Aksesories (10% x Harga Pintu) 0.10000 Ls 2,515,500.00 251,550.00

B. Upah

1 Pekerja 0.58050 org/hari 47,000.00 27,283.50

2 Tukang 2.32200 org/hari 57,000.00 132,354.00


4 Mandor 0.03870 org/hari 62,000.00 2,399.40

C. Alat

1 Alat bantu 1.00000 ls 100,000.00 100,000.00

JUMLAH 3,934,644.30

PROFIT + OH 10 % 393,464.43

TOTAL 4,328,108.73


### Kusen, Daun Jendela type JA1 (700X550) 1.00000 unit

A. Bahan



3 Spring knip 1.00000 bh 10,000.00 10,000.00

4 Kait angin 2.00000 bh 10,000.00 20,000.00


B. Upah

1 Pekerja 0.11550 org/hari 47,000.00 5,428.50

2 Tukang 0.46200 org/hari 57,000.00 26,334.00


4 Mandor 0.00770 org/hari 62,000.00 477.40

C. Alat

1 Alat bantu 1.00000 ls 25,000.00 25,000.00

JUMLAH 489,185.30

PROFIT + OH 10 % 48,918.53

TOTAL 538,103.83


of 34


(Rp) (Rp) ### Kusen, Daun Jendela type JA2 (1400X550) 1.00000 unit

A. Bahan



3 Spring knip 2.00000 bh 10,000.00 20,000.00

4 Kait angin 4.00000 bh 10,000.00 40,000.00


B. Upah

1 Pekerja 0.23100 org/hari 47,000.00 10,857.00

2 Tukang 0.92400 org/hari 57,000.00 52,668.00


4 Mandor 0.01540 org/hari 62,000.00 954.80

C. Alat

1 Alat bantu 1.00000 ls 45,000.00 45,000.00

JUMLAH 899,120.60

PROFIT + OH 10 % 89,912.06

TOTAL 989,032.66



A. Bahan



3 Spring knip 4.00000 bh 10,000.00 40,000.00

3 Kait angin 8.00000 bh 10,000.00 80,000.00


B. Upah

1 Pekerja 1.39125 org/hari 47,000.00 65,388.75

2 Tukang 5.56500 org/hari 57,000.00 317,205.00


4 Mandor 0.09275 org/hari 62,000.00 5,750.50

C. Alat

1 Alat bantu 1.00000 ls 200,000.00 200,000.00

JUMLAH 4,211,754.75

PROFIT + OH 10 % 421,175.48

TOTAL 4,632,930.23



A. Bahan



3 Spring knip 4.00000 bh 10,000.00 40,000.00

3 Kait angin 8.00000 bh 10,000.00 80,000.00


B. Upah

1 Pekerja 0.43725 org/hari 47,000.00 20,550.75

2 Tukang 1.74900 org/hari 57,000.00 99,693.00

of 34


(Rp) (Rp)


4 Mandor 0.02915 org/hari 62,000.00 1,807.30

C. Alat

1 Alat bantu 1.00000 ls 90,000.00 90,000.00

JUMLAH 1,804,094.35

PROFIT + OH 10 % 180,409.44

TOTAL 1,984,503.79


### Kusen, Daun Jendela Kisi kisi Aluminium (3000X2000) 1.00000 unit

A. Bahan



3 Spring knip 5.00000 bh 10,000.00 50,000.00

3 Kait angin 10.00000 bh 10,000.00 100,000.00


B. Upah

1 Pekerja 0.54656 org/hari 47,000.00 25,688.44

2 Tukang 2.18625 org/hari 57,000.00 124,616.25


4 Mandor 0.03644 org/hari 62,000.00 2,259.13

C. Alat

1 Alat bantu 1.25000 ls 90,000.00 112,500.00

JUMLAH 2,255,117.94

PROFIT + OH 10 % 225,511.79

TOTAL 2,480,629.73



A. Bahan



3 Spring knip 5.00000 bh 10,000.00 50,000.00

4 Kait angin 10.00000 bh 10,000.00 100,000.00


B. Upah

1 Pekerja 0.12074 org/hari 47,000.00 5,674.71

2 Tukang 0.48295 org/hari 57,000.00 27,528.40


4 Mandor 0.00805 org/hari 62,000.00 499.05

C. Alat

1 Alat bantu 1.00000 ls 15,000.00 15,000.00

JUMLAH 563,317.38

PROFIT + OH 10 % 56,331.74

TOTAL 619,649.12


of 34


(Rp) (Rp) ### Kusen, Daun Pintu type AD1 1.00000 unit

A. Bahan


2 Pintu panel kayu 2.34000 m2 410,000.00 959,400.00

3 Pengecatan pintu 4.68000 m2 25,765.00 120,580.20


5 Spring knip 4.00000 bh 10,000.00 40,000.00

6 Kait angin 4.00000 bh 10,000.00 40,000.00


8 Lockset 1.00000 set 250,000.00 250,000.00

9 Handle 1.00000 bh 150,000.00 150,000.00

10 Engsel pintu 3.00000 bh 12,000.00 36,000.00

11 Door closer 1.00000 bh 250,000.00 250,000.00

12 Door stop 1.00000 bh 35,000.00 35,000.00

B. Upah

1 Pekerja 3.72300 org/hari 47,000.00 174,981.00

2 Tukang 14.89200 org/hari 57,000.00 848,844.00


4 Mandor 0.24820 org/hari 62,000.00 15,388.40

C. Alat

1 Alat bantu 1.00000 ls 400,000.00 400,000.00

JUMLAH 6,899,420.00

PROFIT + OH 10 % 689,942.00

TOTAL 7,589,362.00

DIBULATKAN 7,589,362.00 ### Kusen, Daun Pintu type AD2 1.00000 unit

A. Bahan





5 Spring knip 1.00000 bh 10,000.00 10,000.00

6 Kait angin 2.00000 bh 10,000.00 20,000.00


8 Lockset 1.00000 set 250,000.00 250,000.00

9 Handle 1.00000 bh 150,000.00 150,000.00

10 Engsel pintu 3.00000 bh 12,000.00 36,000.00

11 Door closer 1.00000 bh 250,000.00 250,000.00

12 Door stop 1.00000 bh 35,000.00 35,000.00

B. Upah

1 Pekerja 1.55220 org/hari 47,000.00 72,953.40

2 Tukang 6.20880 org/hari 57,000.00 353,901.60


4 Mandor 0.10348 org/hari 62,000.00 6,415.76

C. Alat

1 Alat bantu 1.00000 ls 170,000.00 170,000.00

JUMLAH 3,464,660.28

PROFIT + OH 10 % 346,466.03

TOTAL 3,811,126.31


of 34


(Rp) (Rp)

### Kusen, Daun Pintu type AD3 1.00000 unit

A. Bahan





5 Spring knip 2.00000 bh 10,000.00 20,000.00

6 Kait angin 2.00000 bh 10,000.00 20,000.00


8 Lockset 1.00000 set 250,000.00 250,000.00

9 Handle 1.00000 bh 150,000.00 150,000.00

10 Engsel pintu 3.00000 bh 12,000.00 36,000.00

11 Door closer 1.00000 bh 250,000.00 250,000.00

12 Door stop 1.00000 bh 35,000.00 35,000.00

B. Upah

1 Pekerja 2.02200 org/hari 47,000.00 95,034.00

2 Tukang 8.08800 org/hari 57,000.00 461,016.00


4 Mandor 0.13480 org/hari 62,000.00 8,357.60

C. Alat

1 Alat bantu 1.00000 ls 220,000.00 220,000.00

JUMLAH 4,211,357.76

PROFIT + OH 10 % 421,135.78

TOTAL 4,632,493.54



A. Bahan



3 Lockset 1.00000 set 250,000.00 250,000.00

4 Handle 1.00000 bh 150,000.00 150,000.00

5 Engsel pintu 3.00000 bh 12,000.00 36,000.00

6 Door closer 1.00000 bh 250,000.00 250,000.00

7 Door stop 1.00000 bh 35,000.00 35,000.00

B. Upah

1 Pekerja 0.90000 org/hari 47,000.00 42,300.00

2 Tukang 3.60000 org/hari 57,000.00 205,200.00


4 Mandor 0.06000 org/hari 62,000.00 3,720.00

C. Alat

1 Alat bantu 1.00000 ls 105,000.00 105,000.00

JUMLAH 1,960,692.76

PROFIT + OH 10 % 196,069.28

TOTAL 2,156,762.04



of 34


(Rp) (Rp)

A. Bahan


2 Pintu panel kayu 3.00000 m2 410,000.00 1,230,000.00



5 Spring knip 1.00000 bh 10,000.00 10,000.00

6 Kait angin 2.00000 bh 10,000.00 20,000.00


8 Lockset 1.00000 set 250,000.00 250,000.00

9 Handle 1.00000 bh 150,000.00 150,000.00

10 Engsel pintu 3.00000 bh 12,000.00 36,000.00

11 Door closer 1.00000 bh 250,000.00 250,000.00

12 Door stop 1.00000 bh 35,000.00 35,000.00

B. Upah

1 Pekerja 2.57286 org/hari 47,000.00 120,924.42

2 Tukang 10.29144 org/hari 57,000.00 586,612.08


4 Mandor 0.17152 org/hari 62,000.00 10,634.49

C. Alat

1 Alat bantu 1.00000 ls 270,000.00 270,000.00

JUMLAH 5,430,833.64

PROFIT + OH 10 % 543,083.36

TOTAL 5,973,917.00

DIBULATKAN 5,973,916.00 ### Kusen, Daun Pintu type AD6 1.00000 unit

A. Bahan





5 Lockset 1.00000 set 250,000.00 250,000.00

6 Handle 1.00000 bh 150,000.00 150,000.00

7 Engsel pintu 3.00000 bh 12,000.00 36,000.00

8 Door closer 1.00000 bh 250,000.00 250,000.00

9 Door stop 1.00000 bh 35,000.00 35,000.00

B. Upah

1 Pekerja 1.30590 org/hari 47,000.00 61,377.30

2 Tukang 5.22360 org/hari 57,000.00 297,745.20


4 Mandor 0.08706 org/hari 62,000.00 5,397.72

C. Alat

1 Alat bantu 1.00000 ls 150,000.00 150,000.00

JUMLAH 3,148,996.41

PROFIT + OH 10 % 314,899.64

TOTAL 3,463,896.05



of 34


(Rp) (Rp)

A. Bahan



3 Lockset 1.00000 set 250,000.00 250,000.00

4 Handle 1.00000 bh 150,000.00 150,000.00

5 Engsel pintu 3.00000 bh 12,000.00 36,000.00

6 Door closer 1.00000 bh 250,000.00 250,000.00

7 Door stop 1.00000 bh 35,000.00 35,000.00

8 Alumunium Louver 1.00000 set 55,000.00 55,000.00

B. Upah

1 Pekerja 0.86400 org/hari 47,000.00 40,608.00

2 Tukang 3.45600 org/hari 57,000.00 196,992.00


4 Mandor 0.05760 org/hari 62,000.00 3,571.20

C. Alat

1 Alat bantu 1.00000 ls 55,000.00 55,000.00

JUMLAH 1,763,711.88

PROFIT + OH 10 % 176,371.19

TOTAL 1,940,083.07


### Kusen, Daun Pintu type AW1 1.00000 unit

A. Bahan



3 Spring knip 2.00000 bh 10,000.00 18,160.00

4 Kait angin 4.00000 bh 10,000.00 69,636.36


B. Upah

1 Pekerja 2.56230 org/hari 47,000.00 121,709.25

2 Tukang 10.24920 org/hari 57,000.00 666,198.00


4 Mandor 0.17082 org/hari 62,000.00 9,395.10

C. Alat

1 Alat bantu 1.00000 ls 260,000.00 268,017.15

JUMLAH 5,628,360.14

PROFIT + OH 10 % 562,836.01

TOTAL 6,191,196.16



A. Bahan



B. Upah

1 Pekerja 0.85000 org/hari 47,000.00 39,950.00

2 Tukang 1.85000 org/hari 57,000.00 105,450.00


of 34


(Rp) (Rp)

4 Mandor 0.08500 org/hari 62,000.00 5,270.00

C. Alat

1 Alat bantu 1.00000 ls 60,000.00 60,000.00

JUMLAH 1,062,015.00

PROFIT + OH 10 % 106,201.50

TOTAL 1,168,216.50



A. Bahan



3 Spring knip 2.00000 bh 10,000.00 18,160.00

4 Kait angin 4.00000 bh 10,000.00 69,636.36


B. Upah

1 Pekerja 2.75000 org/hari 47,000.00 129,250.00

2 Tukang 10.24920 org/hari 57,000.00 584,204.40


4 Mandor 0.17082 org/hari 62,000.00 10,590.84

C. Alat

1 Alat bantu 1.00000 ls 150,000.00 150,000.00

JUMLAH 2,853,015.33

PROFIT + OH 10 % 285,301.53

TOTAL 3,138,316.87



A. Bahan



B. Upah

1 Pekerja 0.85000 org/hari 47,000.00 39,950.00

2 Tukang 1.85000 org/hari 57,000.00 105,450.00


4 Mandor 0.08500 org/hari 62,000.00 5,270.00

C. Alat

1 Alat bantu 1.00000 ls 25,000.00 25,000.00

JUMLAH 535,565.00

PROFIT + OH 10 % 53,556.50

TOTAL 589,121.50



of 34


(Rp) (Rp)

A. Bahan



B. Upah

1 Pekerja 0.85000 org/hari 47,000.00 39,950.00

2 Tukang 1.85000 org/hari 57,000.00 105,450.00


4 Mandor 0.08500 org/hari 62,000.00 5,270.00

C. Alat

1 Alat bantu 1.00000 ls 65,000.00 65,000.00

JUMLAH 846,065.00

PROFIT + OH 10 % 84,606.50

TOTAL 930,671.50



A. Bahan



B. Upah

1 Pekerja 0.75000 org/hari 47,000.00 35,250.00

2 Tukang 0.65000 org/hari 57,000.00 37,050.00


4 Mandor 0.08800 org/hari 62,000.00 5,456.00

C. Alat

1 Alat bantu 1.00000 ls 15,000.00 15,000.00

JUMLAH 318,111.00

PROFIT + OH 10 % 31,811.10

TOTAL 349,922.10



A. Bahan



3 Spring knip 2.00000 bh 10,000.00 18,160.00

4 Kait angin 4.00000 bh 10,000.00 69,636.36


B. Upah

1 Pekerja 2.75000 org/hari 47,000.00 129,250.00

2 Tukang 10.24920 org/hari 57,000.00 584,204.40


4 Mandor 0.17082 org/hari 62,000.00 10,590.84

C. Alat

1 Alat bantu 1.00000 ls 150,000.00 150,000.00

of 34


(Rp) (Rp)

JUMLAH 2,853,015.33

PROFIT + OH 10 % 285,301.53

TOTAL 3,138,316.87


### Kusen, Daun Pintu type J2 1.00000 unit

A. Bahan



3 Spring knip 2.00000 bh 10,000.00 20,000.00

4 Kait angin 4.00000 bh 10,000.00 40,000.00


B. Upah

1 Pekerja 0.86625 org/hari 47,000.00 40,713.75

2 Tukang 3.46500 org/hari 57,000.00 197,505.00


4 Mandor 0.05775 org/hari 62,000.00 3,580.50

C. Alat

1 Alat bantu 1.00000 ls 120,000.00 120,000.00

JUMLAH 1,553,264.75

PROFIT + OH 10 % 155,326.48

TOTAL 1,708,591.23



A. Bahan



3 Spring knip 2.00000 bh 10,000.00 20,000.00

4 Kait angin 4.00000 bh 10,000.00 40,000.00


B. Upah

1 Pekerja 0.13800 org/hari 47,000.00 6,486.00

2 Tukang 0.55200 org/hari 57,000.00 31,464.00


4 Mandor 0.00920 org/hari 62,000.00 570.40

C. Alat

1 Alat bantu 1.00000 ls 35,000.00 35,000.00

JUMLAH 585,418.80

PROFIT + OH 10 % 58,541.88

TOTAL 643,960.68



A. Bahan

1 Wiremesh 9.54000 m2 30,000.00 286,200.00


of 34


(Rp) (Rp)

B. Upah

1 Pekerja 2.86200 org/hari 47,000.00 134,514.00

2 Tukang 11.44800 org/hari 57,000.00 652,536.00


4 Mandor 0.19080 org/hari 62,000.00 11,829.60

C. Alat

1 Alat bantu 1.00000 ls 105,000.00 105,000.00

JUMLAH 2,229,781.20

PROFIT + OH 10 % 222,978.12

TOTAL 2,452,759.32



A. Bahan

1 Wiremesh 7.65000 m2 30,000.00 229,500.00


B. Upah

1 Pekerja 2.29500 org/hari 47,000.00 107,865.00

2 Tukang 9.18000 org/hari 57,000.00 523,260.00


4 Mandor 0.15300 org/hari 62,000.00 9,486.00

C. Alat

1 Alat bantu 1.00000 ls 85,000.00 85,000.00

JUMLAH 1,804,117.00

PROFIT + OH 10 % 180,411.70

TOTAL 1,984,528.70



A. Bahan



B. Upah

1 Pekerja 3.63000 org/hari 47,000.00 170,610.00

2 Tukang 14.52000 org/hari 57,000.00 827,640.00


4 Mandor 0.24200 org/hari 62,000.00 15,004.00

C. Alat

1 Alat bantu 1.00000 ls 350,000.00 350,000.00

JUMLAH 5,112,538.00

PROFIT + OH 10 % 511,253.80

TOTAL 5,623,791.80


### Rolling Door (4200 x 3000) 1.00000 unit

of 34


(Rp) (Rp)

A. Bahan

1 Rollind door 12.60000 m2 435,000.00 5,481,000.00

B. Upah

1 Pekerja 3.31912 org/hari 47,000.00 155,998.87

2 Tukang 13.27650 org/hari 57,000.00 756,760.50


4 Mandor 0.22127 org/hari 62,000.00 13,719.05

C. Alat

1 Alat bantu 1.00000 ls 290,000.00 290,000.00

JUMLAH 6,786,430.98

PROFIT + OH 10 % 678,643.10

TOTAL 7,465,074.07


22 Rangka plafon 1.00000 m2

1 Profil alumunium 4.00000 m 8,000.00 32,000.00

2 Kawat ø 4 mm 0.15000 kg 13,000.00 1,950.00

3 Ramset 3.00000 bh 700.00 2,100.00

4 Perlengkapan/ Aksessories (10% x Harga R 0.10000 ls 32,000.00 3,200.00

B. Upah

1 Pekerja 0.03750 org/hari 47,000.00 1,762.50

2 Tukang 0.12500 org/hari 57,000.00 7,125.00


4 Mandor 0.00200 org/hari 62,000.00 124.00

C. Alat

1 Alat bantu 1.00000 ls 1,000.00 1,000.00

JUMLAH 50,099.00

PROFIT + OH 10 % 5,009.90

TOTAL 55,108.90


23 Plafond Akustik Board 60x60x15 1.00000 m2

A. Bahan

1 Akustik board 1.45833 lbr 70,000.00 102,083.33

B. Upah

1 Pekerja 0.11250 org/hari 47,000.00 5,287.50

2 Tukang 0.37500 org/hari 57,000.00 21,375.00


4 Mandor 0.00600 org/hari 62,000.00 372.00

C. Alat

1 Alat bantu 1.00000 ls 3,000.00 3,000.00

JUMLAH 134,630.33

PROFIT + OH 10 % 13,463.03

of 34


(Rp) (Rp)

TOTAL 148,093.37


24 SANITARY FIXTURES

24.1 Urinoir type muslim + Accessories 1.00000 unit

A. Bahan

1 Urinal type moslem 1.00000 set 3,700,000.00 3,700,000.00


3 Pasir pasang 0.01000 m3 85,000.00 850.00

B. Upah

1 Pekerja 1.00000 org/hari 47,000.00 47,000.00

2 Tukang 1.00000 org/hari 57,000.00 57,000.00


4 Mandor 0.10000 org/hari 62,000.00 6,200.00

C. Alat

1 Alat bantu 1.00000 ls 3,000.00 3,000.00

JUMLAH 3,827,350.00

PROFIT + OH 10 % 382,735.00

TOTAL 4,210,085.00


24.2 Wastafel L 521 V1A ex. Toto + Assesories 1.00000 unit

A. Bahan

1 Wastafel L 521 V1A ex. Toto 1.00000 set 1,261,000.00 1,261,000.00


3 Pasir pasang 0.01000 m3 85,000.00 850.00

B. Upah

1 Pekerja 1.20000 org/hari 47,000.00 56,400.00

2 Tukang 0.14500 org/hari 57,000.00 8,265.00


4 Mandor 0.10000 org/hari 62,000.00 6,200.00

C. Alat

1 Alat bantu 1.00000 ls 3,000.00 3,000.00

JUMLAH 1,352,365.00

PROFIT + OH 10 % 135,236.50

TOTAL 1,487,601.50


24.3 1.00000 unit

A. Bahan

1 Closet duduk CW 660 J / SW 660 J ex. Toto 1.00000 set 1,550,000.00 1,550,000.00


3 Pasir pasang 0.01050 m3 85,000.00 892.50

B. Upah

1 Pekerja 0.05000 org/hari 47,000.00 2,350.00

2 Tukang 0.35000 org/hari 57,000.00 19,950.00


Closet duduk CW 660 J / SW 660 J ex. Toto + Assesoris

of 34


(Rp) (Rp)

4 Mandor 0.00500 org/hari 62,000.00 310.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 1,586,477.50

PROFIT + OH 10 % 158,647.75

TOTAL 1,745,125.25


25 Railling tangga 1.00000 m

A. Bahan

1 Handrail pipa BSP Ø 2" 1.05000 m1 118,000.00 123,900.00

2 Horizontal railling pipa BSP Ø 1 1/2" 2.10000 m1 93,000.00 195,300.00

3 Vertikal railling pipa BSP Ø 1 1/2" 1.26000 m1 93,000.00 117,180.00

4 Cat 0.58687 m2 22,342.00 13,111.76

5 Grouting 1.00000 ttk 60,000.00 60,000.00

B. Upah

1 Pekerja 1.10000 org/hari 47,000.00 51,700.00

2 Tukang 1.50000 org/hari 57,000.00 85,500.00


4 Mandor 0.16000 org/hari 62,000.00 9,920.00

C. Alat

1 Alat bantu 1.00000 ls 30,000.00 30,000.00

JUMLAH 787,111.76

PROFIT + OH 10 % 78,711.18

TOTAL 865,822.94


26 Dinding alumunium composit panel 1.00000 m2

A. Bahan

1 Rangka besi siku 1.46989 kg 12,800.00 18,814.61

2 Hollow 40x40 0.40250 btg 75,000.00 30,187.50

3 Alumunium composite panel tebal 4 mm 1.10000 m2 313,000.00 344,300.00

4 Sealent 1.61000 m1 5,000.00 8,050.00

5 Assesories 1.00000 ls 29,000.00 29,000.00

B. Upah

1 Pekerja 0.35000 org/hari 47,000.00 16,450.00

2 Tukang 0.45000 org/hari 57,000.00 25,650.00


4 Mandor 0.05000 org/hari 62,000.00 3,100.00

C. Alat

1 Alat bantu 1.00000 ls 25,000.00 25,000.00

JUMLAH 530,702.11

PROFIT + OH 10 % 53,070.21

TOTAL 583,772.32


27 Rabat beton t : 10 cm 1.00000 m2

of 34


(Rp) (Rp)

A. Bahan


2 Pasir beton 0.05431 m3 90,000.00 4,888.13

3 Kerikil 0.06056 m3 100,000.00 6,056.25

4 Air 21.50000 ltr 100.00 2,150.00

B. Upah

1 Pekerja 0.16500 org/hari 47,000.00 7,755.00

2 Tukang 0.02750 org/hari 57,000.00 1,567.50


4 Mandor 0.00830 org/hari 62,000.00 514.60

C. Alat

1 Alat bantu 1.00000 ls 1,500.00 1,500.00

JUMLAH 51,789.08

PROFIT + OH 10 % 5,178.91

TOTAL 56,967.98


28 Pekerjaan waterproofing 3mm 1.00000 m2

A. Bahan


B. Upah

1 Pekerja 0.01000 org/hari 47,000.00 470.00

2 Tukang 0.01500 org/hari 57,000.00 855.00


4 Mandor 0.00100 org/hari 62,000.00 62.00

C. Alat

1 Alat bantu 1.00000 ls 250.00 250.00

JUMLAH 15,348.61

PROFIT + OH 10 % 1,534.86

TOTAL 16,883.47


29 Finishing Kanopy beton 1.00000 m2

A. Bahan


B. Upah

1 Pekerja 0.15000 org/hari 47,000.00 7,050.00

2 Tukang 0.10000 org/hari 57,000.00 5,700.00


4 Mandor 0.00800 org/hari 62,000.00 496.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 17,991.00

PROFIT + OH 10 % 1,799.10

TOTAL 19,790.10

of 34


(Rp) (Rp)


30 Plafond gypsum board 12 mm 1.00000 m2

A. Bahan

1 Gypsum board 12 mm 0.36000 lbr 85,000.00 30,600.00

2 Paku sekrup 0.11000 kg 18,000.00 1,980.00

3 Perlengkapan/ Aksessoris (10% x Harga Pla 0.10000 ls 30,600.00 3,060.00

B. Upah

1 Pekerja 0.05500 org/hari 47,000.00 2,585.00

2 Tukang 0.03750 org/hari 57,000.00 2,137.50


4 Mandor 0.00375 org/hari 62,000.00 232.50

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 41,346.25

PROFIT + OH 10 % 4,134.63

TOTAL 45,480.88


31 Plafond kalsium silicat board t : 6 mm 1.00000 m2

A. Bahan

1 Kalsium silikat board 6 mm 0.36458 m2 62,000.00 22,604.17

2 Paku sekrup 0.11000 kg 18,000.00 1,980.00

3 Pengecatan 1.00000 m2 24,335.00 24,335.00

B. Upah

1 Pekerja 0.07500 org/hari 47,000.00 3,525.00

2 Tukang 0.03750 org/hari 57,000.00 2,137.50


4 Mandor 0.00375 org/hari 62,000.00 232.50

C. Alat

1 Alat bantu 1.00000 ls 1,500.00 1,500.00

JUMLAH 56,565.42

PROFIT + OH 10 % 5,656.54

TOTAL 62,221.96


32 Plafond kalsium silicat board t : 15 mm 0.36458 m2

A. Bahan

1 Kalsium silikat board 15 mm 0.36400 m2 125,000.00 45,500.00

2 Paku sekrup 0.11000 kg 18,000.00 1,980.00

3 Pengecatan 1.00000 m2 24,335.00 24,335.00

B. Upah

1 Pekerja 0.07500 org/hari 47,000.00 3,525.00

2 Tukang 0.03750 org/hari 57,000.00 2,137.50


4 Mandor 0.00375 org/hari 62,000.00 232.50

of 34


(Rp) (Rp)

C. Alat

1 Alat bantu 1.00000 ls 2,500.00 2,500.00

JUMLAH 80,461.25

PROFIT + OH 10 % 8,046.13

TOTAL 88,507.38


33 Finishing dak beton expose + cat 1.00000 m2

A. Bahan


2 Pengecatan 1.00000 m2 24,335.00 24,335.00

B. Upah

1 Pekerja 0.15000 org/hari 47,000.00 7,050.00

2 Tukang 0.10000 org/hari 57,000.00 5,700.00


4 Mandor 0.00800 org/hari 62,000.00 496.00

C. Alat

1 Alat bantu 1.00000 ls 250.00 250.00

JUMLAH 42,076.00

PROFIT + OH 10 % 4,207.60

TOTAL 46,283.60


34 Pekerjaan Listplank beton 1.00000 m'

A. Bahan


2 Pasir Pasang 0.04500 m2 85,000.00 3,825.00

B. Upah

1 Pekerja 0.15000 org/hari 47,000.00 7,050.00

2 Tukang 0.10000 org/hari 57,000.00 5,700.00


4 Mandor 0.00800 org/hari 62,000.00 496.00

C. Alat

1 Alat bantu 1.00000 ls 250.00 250.00

JUMLAH 31,741.00

PROFIT + OH 10 % 3,174.10

TOTAL 34,915.10


35 Plafond alumunium linear ceilling 1.00000 m2

A. Bahan

1 Plafon alumunium 1.05000 m2 205,000.00 215,250.00

B. Upah

1 Pekerja 0.12000 org/hari 47,000.00 5,640.00

2 Tukang 0.06000 org/hari 57,000.00 3,420.00


of 34


(Rp) (Rp)

4 Mandor 0.00600 org/hari 62,000.00 372.00

C. Alat

1 Alat bantu 1.00000 ls 5,000.00 5,000.00

JUMLAH 230,084.00

PROFIT + OH 10 % 23,008.40

TOTAL 253,092.40

DIBULATKAN 253,092.00 36 List plafon gypsum 1.00000 m

A. Bahan

1 List plafon gypsum 1.10000 m1 12,500.00 13,750.00

2 Paku 0.01000 kg 10,000.00 100.00

B. Upah

1 Pekerja 0.05000 org/hari 47,000.00 2,350.00

2 Tukang 0.05000 org/hari 57,000.00 2,850.00


4 Mandor 0.00300 org/hari 62,000.00 186.00

C. Alat

1 Alat bantu 1.00000 ls 250.00 250.00

JUMLAH 19,821.00

PROFIT + OH 10 % 1,982.10

TOTAL 21,803.10


37 Tangga besi 1.00000 m

A. Bahan

1 Pipa Besi dia. 60-80 mm 10.50000 m1 25,000.00 262,500.00

2 Perlengkapan/ Aksessories (10% x Harga Pi 0.10000 lot 262,500.00 26,250.00

B. Upah

1 Pekerja 0.10800 org/hari 47,000.00 5,076.00

2 Tukang 0.18000 org/hari 57,000.00 10,260.00


4 Mandor 0.00540 org/hari 62,000.00 334.80

C. Alat

1 Alat bantu 1.00000 ls 1,000.00 1,000.00

JUMLAH 306,626.80

PROFIT + OH 10 % 30,662.68

TOTAL 337,289.48


38 Nosing keramik 10x30 cm 1.00000 m

A. Bahan

1 Nosing keramik 10x30 3.50000 bh 7,500.00 26,250.00


3 Pasir pasang 0.00300 m3 85,000.00 255.00

of 34


(Rp) (Rp)

4 Semen Warna 0.01300 kg 1,500.00 19.50

B. Upah

1 Pekerja 0.09000 org/hari 47,000.00 4,230.00

2 Tukang 0.09000 org/hari 57,000.00 5,130.00


4 Mandor 0.00500 org/hari 62,000.00 310.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 38,551.50

PROFIT + OH 10 % 3,855.15

TOTAL 42,406.65


39 Atap Spandek t=0,4mm +Accessories 1.00000 m

A. Bahan

1 Spandex t : 0,4 mm zincalume 1.05000 m2 85,000.00 89,250.00

2 Kawat las 0.10000 kg 12,000.00 1,200.00

B. Upah

1 Pekerja 0.05000 org/hari 47,000.00 2,350.00

2 Tukang 0.03000 org/hari 57,000.00 1,710.00

3 Kepala tukang - org/hari 67,000.00 -

4 Mandor 0.01000 org/hari 62,000.00 620.00

C. Alat

1 Alat bantu 1.00000 ls 2,000.00 2,000.00

JUMLAH 97,130.00

PROFIT + OH 10 % 9,713.00

TOTAL 106,843.00


40 Glaswool 1.00000 m2

A. Bahan

1 Glass wool t : 5 cm 0.044 roll 398,000.00 17,412.50

B. Upah

1 Pekerja 0.15000 org/hari 47,000.00 7,050.00

2 Tukang 0.05000 org/hari 57,000.00 2,850.00


3 Mandor 0.00800 org/hari 62,000.00 496.00

C. Alat

1 Alat bantu 1.00000 ls 1,500.00 1,500.00

JUMLAH 29,643.50

PROFIT + OH 10 % 2,964.35

TOTAL 32,607.85


41 Alumunium foil 1.00000 m2

of 34


(Rp) (Rp)

A. Bahan

1 Alumunium foil 1.050 m2 6,000.00 6,300.00

B. Upah

1 Pekerja 0.15000 org/hari 47,000.00 7,050.00

2 Tukang 0.05000 org/hari 57,000.00 2,850.00


3 Mandor 0.00800 org/hari 62,000.00 496.00

C. Alat

1 Alat bantu 1.00000 ls 1,000.00 1,000.00

JUMLAH 18,031.00

PROFIT + OH 10 % 1,803.10

TOTAL 19,834.10


42 Floor Hardener 1.0000 m2

A. Bahan

1 Floor Hardener Type Metalik 2.5500 Kg 35,000.00 89,250.00

B. Upah

1 Pekerja 0.0200 org/hari 47,000.00 940.00

2 Tukang 0.1500 org/hari 57,000.00 8,550.00


4 Mandor 0.0015 org/hari 62,000.00 93.00

C. Alat

1 Alat bantu 1.00000 ls 1,000.00 1,000.00

JUMLAH 100,838.00

PROFIT + OH 10 % 10,083.80

TOTAL 110,921.80


43 1.00000 m2

tebal 100 mm

A. Bahan


2 Pasir pasang 0.05000 m3 85,000.00 4,250.00

4 Insulasi steroform tebal 4 cm 1.00000 m2 7,500.00 7,500.00

5 Wire mesh M-4 1.00000 m2 30,000.00 30,000.00

B. Upah

1 Pekerja 0.01500 org/hari 47,000.00 705.00

2 Tukang 0.15000 org/hari 57,000.00 8,550.00


4 Mandor 0.00100 org/hari 62,000.00 62.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 82,487.00

PROFIT + OH 10 % 8,248.70

TOTAL 90,735.70

Pekerjaan Screed Lantai (1:3)+Wiremesh+Insulasi total

of 34


(Rp) (Rp)


44 Isolasi panas Glasswoll tebal 2" Density 64 kg/m3 1.00000 m2

+ Alumunium foil single sided 2 sisi

A. Bahan

1 Glass wool 64 kg/m3 0.083 roll 1,421,000.00 118,416.67

2 Alumunium foil single sided 0.027 roll 369,000.00 9,840.00

3 Wire mesh M-4 0.088 lbr 30,000.00 2,645.50

B. Upah

1 Pekerja 0.0250 org/hari 47,000.00 1,175.00

2 Tukang 0.1500 org/hari 57,000.00 8,550.00

3 Mandor 0.0050 org/hari 67,000.00 335.00

C. Alat

1 Alat bantu 1.00000 ls 7,000.00 7,000.00

JUMLAH 147,962.17

PROFIT + OH 10 % 14,796.22

TOTAL 162,758.39


45 1.00000 m2

A. Bahan



3 Pasir pasang 0.04750 m3 85,000.00 4,037.50

5 Wire mesh 0.08818 lbr 30,000.00 2,645.50

B. Upah

1 Pekerja 0.28600 org/hari 47,000.00 13,442.00

2 Tukang 0.21400 org/hari 57,000.00 12,198.00


4 Mandor 0.02000 org/hari 62,000.00 1,240.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 82,791.39

PROFIT + OH 10 % 8,279.14

TOTAL 91,070.53


46 1.00000 m1

A. Bahan

1 Pipa PVC AW dia. 4" 1.20000 m1 65,000.00 78,000.00

2 Perlengkapan (Aksesoris) (35% x Harga Pip 0.35000 lot 78,000.00 27,300.00

B. Upah

1 Pekerja 0.0810 org/hari 47,000.00 3,807.00

2 Tukang 0.1350 org/hari 57,000.00 7,695.00


4 Mandor 0.0410 org/hari 62,000.00 2,542.00

C. Alat

Pekejaan Screed Dak Atap (1:3)+wiremesh+waterproofing

Pekerjaan Pemasangan Talang Air + Pipa PVC AW dia. 4"

of 34


(Rp) (Rp)

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 120,748.50

PROFIT + OH 10 % 12,074.85

TOTAL 132,823.35


of 18



ANALISA PEKERJAAN ELEKTRIKAL

NO URAIAN PEKERJAAN VOLUME SATUAN HARGA SATUAN JUMLAH HARGA

(Rp.) (Rp.)

1 TL 2 x 36 watt TKI inbow + Mirror Reflector standar 1.00 Unit

a Material

- TL 2 x 36 watt TKI inbow + Mirror Reflector 1.00 Unit 180,000.00 180,000.00

Sub Total - a 180,000.00

b Alat bantu

- Gantungan kawat, piser, tang dan obeng 1.00 set 6,000.00 6,000.00

Sub Total - b 6,000.00

c Upah

- Mandor 0.0239 hari 62,000.00 1,483.90

- Kepala tukang 0.0350 hari 67,000.00 2,345.00

- Tukang 0.0550 hari 57,000.00 3,135.00

- Pekerja 0.1360 hari 47,000.00 6,392.00

Sub Total - c 13,355.90

JUMLAH 199,355.90

PROFIT + OH 10 % 19,935.59

TOTAL 219,291.49


2 Down Light PLC 2 x 26 watt 1.00 Unit

a Material

- Down Light PLC 2 x 26 watt 1.00 Unit 165,000.00 165,000.00

Sub Total - a 165,000.00

b Alat bantu

- Pelubangan plafond 1.00 unit 6,000.00 6,000.00


c Upah

- Mandor 0.0239 hari 62,000.00 1,483.90


- Tukang 0.0550 hari 57,000.00 3,135.00

- Pekerja 0.1360 hari 47,000.00 6,392.00

Sub Total - c 13,355.90

JUMLAH 184,355.90

PROFIT + OH 10 % 18,435.59

TOTAL 202,791.49


3 Stop kontak Daya 300 watt 1.00 Unit

a Material

- Stop kontak Daya 300 watt 1.00 Bh 18,500.00 18,500.00

- Inbow doos 1.00 Bh 750.00 750.00

Sub Total - a 19,250.00

b Alat bantu

- piser & obeng 1.00 Lot 500.00 500.00

Sub Total - b 500.00

c Upah

- Mandor 0.0220 hari 62,000.00 1,364.00


- Tukang 0.0250 hari 57,000.00 1,425.00

- Pekerja 0.1057 hari 47,000.00 4,967.28

of 18





(Rp.) (Rp.)

Sub Total - c 9,096.28

JUMLAH 28,846.28

PROFIT + OH 10 % 2,884.63

TOTAL 31,730.91


4 Sakelar tunggal 1.00 Unit

a Material

- Sakelar tunggal 1.00 Bh 10,500.00 10,500.00

- Inbow doos 1.00 Bh 750.00 750.00

Sub Total - a 11,250.00

b Alat bantu

- piser & obeng 1.00 Lot 500.00 500.00


c Upah

- Mandor 0.0220 hari 62,000.00 1,364.00

- kepala tukang 0.0200 hari 67,000.00 1,340.00

- tukang 0.0250 hari 57,000.00 1,425.00

- Pekerja 0.1057 hari 47,000.00 4,967.28


JUMLAH 20,846.28

PROFIT + OH 10 % 2,084.63

TOTAL 22,930.91


5 Kabel NYY, 4x95 mm2

a Material

- Kabel NYY, 4x95 mm2 1.00 m' 215,000.00 215,000.00

- Klem kabel 0.50 Bh 600.00 300.00

- Kabel ties 1.00 Lot 400.00 400.00

Sub Total - a 215,700.00

b Alat bantu

- Bor listrik, piser, & obeng 1.00 Lot 750.00 750.00


c Upah

- Mandor 0.0240 hari 62,000.00 1,488.00


- Tukang 0.0992 hari 57,000.00 5,654.40

- Pekerja 0.1734 hari 47,000.00 8,150.66

Sub Total - c 17,624.66

JUMLAH 234,074.66

PROFIT + OH 10 % 23,407.47

TOTAL 257,482.12


6 Kabel NYY, 4x70 mm2 1.00 m1

a Material

- Kabel NYY, 4x70 mm2 1.00 m' 175,500.00 175,500.00

- Klem kabel 0.50 Bh 600.00 300.00

- Kabel ties 1.00 Lot 400.00 400.00

Sub Total - a 176,200.00

b Alat bantu

of 18





(Rp.) (Rp.)



c Upah

- Mandor 0.0239 hari 62,000.00 1,483.90


- Tukang 0.0550 hari 57,000.00 3,135.00

- Pekerja 0.1360 hari 47,000.00 6,392.00

Sub Total - c 13,355.90

JUMLAH 190,305.90

PROFIT + OH 10 % 19,030.59

TOTAL 209,336.49



a Material

- Kabel NYY, 4x50 mm2 1.00 m' 152,000.00 152,000.00

- Klem kabel 0.50 Bh 600.00 300.00

- Kabel ties 1.00 Lot 400.00 400.00

Sub Total - a 152,700.00

b Alat bantu



c Upah

- Mandor 0.0015 hari 62,000.00 93.00


- Tukang 0.0520 hari 57,000.00 2,964.00

- Pekerja 0.0150 hari 47,000.00 705.00


JUMLAH 158,669.25

PROFIT + OH 10 % 15,866.93

TOTAL 174,536.18


8 Kabel NYY, 4x35 mm2

a Material

- Kabel NYY, 4x35 mm2 1.00 m' 90,000.00 90,000.00

- Klem kabel 0.50 Bh 600.00 300.00

- Kabel ties 1.00 Lot 400.00 400.00

Sub Total - a 90,700.00

b Alat bantu



c Upah

- Mandor 0.0204 hari 62,000.00 1,264.80


- Tukang 0.0843 hari 57,000.00 4,806.24

- Pekerja 0.1474 hari 47,000.00 6,928.05

Sub Total - c 14,980.95

JUMLAH 106,430.95

PROFIT + OH 10 % 10,643.10

TOTAL 117,074.05

of 18





(Rp.) (Rp.)



a Material

- Kabel NYY, 4x10 mm2 1.00 m' 32,500.00 32,500.00

- Klem kabel 0.50 Bh 600.00 300.00

- Kabel ties 1.00 Lot 400.00 400.00

Sub Total - a 33,200.00

b Alat bantu



c Upah

- Mandor 0.0220 hari 62,000.00 1,210.00


- Tukang 0.0250 hari 57,000.00 1,625.00

- Pekerja 0.1057 hari 47,000.00 5,020.13


JUMLAH 43,320.13

PROFIT + OH 10 % 4,332.01

TOTAL 47,652.14


10 Kabel NYFGbY, 3x1x(1x185 mm2)+1x(1x185 mm2) 1.00 m1

a Material

- Kabel NYFGbY, 3x1x(1x185 mm2) 1.00 m' 330,000.00 330,000.00

- Kabel NYFGbY,1x(1x185 mm2) 1.00 m' 110,000.00 110,000.00

- Klem kabel 4.00 Bh 600.00 2,400.00

- Kabel ties 1.00 Lot 400.00 400.00

Sub Total - a 442,800.00

b Alat bantu

- Bor listrik, piser, & obeng 1.00 Lot 1,200.00 1,200.00


c Upah

- Mandor 0.0540 hari 62,000.00 3,348.00


- Tukang 0.2232 hari 57,000.00 12,722.40

- Pekerja 0.3902 hari 47,000.00 18,338.97

Sub Total - c 39,655.47

JUMLAH 483,655.47

PROFIT + OH 10 % 48,365.55

TOTAL 532,021.02


11 Kabel NYY, 3x2x(1x185 mm2)+2x(1x185 mm2) 1 m1

a Material

- Kabel NYY, 3x2x(1x185 mm2) 1.00 m' 630,000.00 630,000.00

- Kabel NYY,2x(1x185 mm2) 1.00 m' 210,000.00 210,000.00

- Klem kabel 6.00 Bh 600.00 3,600.00

- Kabel ties 1.00 Lot 400.00 400.00

Sub Total - a 844,000.00

b Alat bantu

of 18





(Rp.) (Rp.)



c Upah

- Mandor 0.0900 hari 62,000.00 5,580.00


- Tukang 0.3315 hari 57,000.00 18,894.50

- Pekerja 0.6070 hari 47,000.00 28,529.00

Sub Total - c 61,780.50

JUMLAH 908,780.50

PROFIT + OH 10 % 90,878.05

TOTAL 999,658.55


12 Kabel NYY, 4x120 mm2 1.00 m1

a Material

- Kabel NYY, 4x120 mm2 1.00 m' 275,000.00 275,000.00

- Klem kabel 3.00 Bh 600.00 1,800.00

- Kabel ties 1.00 Lot 400.00 400.00

Sub Total - a 277,200.00

b Alat bantu



c Upah

- Mandor 0.0420 hari 62,000.00 2,604.00


- Tukang 0.1736 hari 57,000.00 9,895.20

- Pekerja 0.3035 hari 47,000.00 14,263.65

Sub Total - c 30,843.15

JUMLAH 310,043.15

PROFIT + OH 10 % 31,004.31

TOTAL 341,047.46


13 Junction Box Telephone Kap.60 Pairs, lengkap komponen 1.00 m1

path panel Terminasi & Accessories

a Material

- Juction box telephone Kap. 60 Pairs 1.00 Unit 1,064,000.00 1,064,000.00

- Path Panel 4.00 Bh 1,500,000.00 6,000,000.00

- Terminasi 1.00 Lot 978,000.00 978,000.00

Sub Total - a 8,042,000.00

b Alat bantu

- Bor listrik, ramset, & obeng 1.00 Lot 5,000.00 5,000.00


c Upah

- Mandor 0.2000 hari 62,000.00 12,400.00


- Tukang 0.7806 hari 57,000.00 44,493.88

- Pekerja 1.0000 hari 47,000.00 47,000.00

Sub Total - c 130,358.88

JUMLAH 8,177,358.88

PROFIT + OH 10 % 817,735.89

of 18





(Rp.) (Rp.)

TOTAL 8,995,094.77


14 Junction Box Telephone Kap.20 Pairs, lengkap komponen 1.00 m1

path panel Terminasi & Accessories

a Material

- Juction box telephone Kap. 20 Pairs 1.00 Unit 850,000.00 850,000.00

- Path Panel 4.00 Bh 550,000.00 2,200,000.00

- Terminasi 1.00 Lot 250,000.00 250,000.00

Sub Total - a 3,300,000.00

b Alat bantu

- Bor listrik, ramset, & obeng 1.00 Lot 5,000.00 5,000.00


c Upah

- Mandor 0.2000 hari 62,000.00 12,400.00


- Tukang 0.7806 hari 57,000.00 44,493.88

- Pekerja 1.0000 hari 47,000.00 47,000.00

Sub Total - c 130,358.88

JUMLAH 3,435,358.88

PROFIT + OH 10 % 343,535.89

TOTAL 3,778,894.77


15 Wiring dari Box Kontrol Telkom ke JB.TL dengan Fiber Opt 1.00 m1

50/125 m, SMF, 24 Cores Outdoor Armoured

a Material

- Kabel Fiber optic 24 core 1.10 m' 75,000.00 82,500.00

- Pipa sparring 1.00 m' 7,500.00 7,500.00

- Galian & urugan tanah 0.12 m' 40,003.00 4,800.36

Sub Total - a 94,800.36

b Alat bantu

- Batu pelindung, Cangkul, skop 1.00 Lot 2,000.00 2,000.00


c Upah

- Mandor 0.0300 hari 62,000.00 1,860.00


- Tukang 0.1240 hari 57,000.00 7,068.00

- Pekerja 0.1168 hari 47,000.00 5,488.32

Sub Total - c 17,330.82

JUMLAH 114,131.18

PROFIT + OH 10 % 11,413.12

TOTAL 125,544.30


16 Wiring dari Box Kontrol Telkom ke JB.TL dengan Jelly Fille 1.00 m1

Armoured Cable ( STEL K-007) 20x2x0.8 mm.sq dalam pipa HDPE

a Material

- Kabel Steel K-007, 20 x 2 x 0,8 mm 1.00 m' 95,500.00 95,500.00

- Pipa sparring 1.00 m' 7,500.00 7,500.00

- Galian & urugan tanah 0.12 m3 40,003.00 4,800.36

Sub Total - a 107,800.36

of 18





(Rp.) (Rp.)

b Alat bantu

- Cangkul, skop 1.00 Lot 2,000.00 2,000.00


c Upah

- Mandor 0.0240 hari 62,000.00 1,488.00


- Tukang 0.0992 hari 57,000.00 5,654.40

- Pekerja 0.1734 hari 47,000.00 8,150.66

Sub Total - c 17,624.66

JUMLAH 127,425.02

PROFIT + OH 10 % 12,742.50

TOTAL 140,167.52


17 Wiring dari Junction Box Telephone ke Outlet Telephone 1.00 ttk

Telephone Cable (STEL K-002) 2x2x0.6 mm.sq dalam HIP 20 mm

a Material

- Kabel Steel K-002, 2 x 2 x 0,6 mm 10.00 m' 80,000.00 800,000.00

- Pipa konduit high impact dia. 20 mm 5.00 m' 2,000.00 10,000.00

- Klem pipa 5.00 Bh 1,000.00 5,000.00

Sub Total - a 815,000.00

b Alat bantu

- isolasi, piser & obeng 1.00 Lot 1,500.00 1,500.00


c Upah

- Mandor 0.0850 hari 62,000.00 5,270.00


- Tukang 0.1720 hari 57,000.00 9,804.00

- Pekerja 0.4147 hari 47,000.00 19,490.28

Sub Total - c 42,671.28

JUMLAH 859,171.28

PROFIT + OH 10 % 85,917.13

TOTAL 945,088.41


18 Outlet Telephone

a Material

- Outlet Telephone 1.00 Bh 80,000.00 80,000.00

- Inbow doos 1.00 Bh 3,000.00 3,000.00

Sub Total - a 83,000.00

b Alat bantu

- isolasi, piser & obeng 1.00 Lot 500.00 500.00


c Upah

- Mandor 0.0220 hari 62,000.00 1,364.00


- Tukang 0.0250 hari 57,000.00 1,425.00

- Pekerja 0.1057 hari 47,000.00 4,967.28


JUMLAH 92,596.28

PROFIT + OH 10 % 9,259.63

TOTAL 101,855.91

of 18





(Rp.) (Rp.)


19 Handset Telephone

a Material

- Handset Telephone 1.00 Bh 350,000.00 350,000.00

Sub Total - a 350,000.00

b Alat bantu

- 1.00 Lot 500.00 500.00


c Upah

- Mandor 0.0072 hari 62,000.00 445.17

- Kepala tukang 0.0105 hari 67,000.00 703.50

- Tukang 0.0165 hari 57,000.00 940.50

- Pekerja 0.0509 hari 47,000.00 2,392.35


JUMLAH 354,981.52

PROFIT + OH 10 % 35,498.15

TOTAL 390,479.67


20 UTP Cat 6 - 4 pairs

a Material

- Kabel 1.00 m' 12,500.00 12,500.00


- Klem pipa 0.50 Bh 1,000.00 500.00

Sub Total - a 15,000.00

b Alat bantu



c Upah

- Mandor 0.0022 hari 62,000.00 133.55


- Tukang 0.0050 hari 57,000.00 282.15

- Pekerja 0.0153 hari 47,000.00 717.70


JUMLAH 16,544.46

PROFIT + OH 10 % 1,654.45

TOTAL 18,198.90


21 Faceplate Outlet Kit, RJ 45 Outbow, 1 Port complete European White

a Material

- Faceplate Outlet Kit, RJ 45 Outbow 1.00 Bh 51,000.00 51,000.00

- Inbow doos 1.00 Bh 3,000.00 3,000.00

Sub Total - a 54,000.00

b Alat bantu



c Upah

- Mandor 0.0220 hari 62,000.00 1,364.00


of 18





(Rp.) (Rp.)

- Tukang 0.0250 hari 57,000.00 1,425.00

- Pekerja 0.1057 hari 47,000.00 4,967.28


JUMLAH 63,596.28

PROFIT + OH 10 % 6,359.63

TOTAL 69,955.91


22 Modular Jack Cat 6

a Material

- Modular Jack Cat 6 1.00 Bh 90,000.00 90,000.00

Sub Total - a 90,000.00

b Alat bantu

- 1.00 Lot 500.00 500.00


c Upah

- Mandor 0.0043 hari 62,000.00 267.10


- Tukang 0.0099 hari 57,000.00 564.30

- Pekerja 0.0305 hari 47,000.00 1,435.41


JUMLAH 93,188.91

PROFIT + OH 10 % 9,318.89

TOTAL 102,507.80


23 Patch Panel RJ45 Cat 6, 48 port

a Material

- Patch Panel RJ45 Cat 6, 48 port 1.00 Bh 1,850,000.00 1,850,000.00

Sub Total - a 1,850,000.00

b Alat bantu

- Baut , obeng 1.00 Lot 1,500.00 1,500.00


c Upah

- Mandor 0.2000 hari 62,000.00 12,400.00


- Tukang 0.7806 hari 57,000.00 44,493.88

- Pekerja 1.0000 hari 47,000.00 47,000.00

Sub Total - c 130,358.88

JUMLAH 1,981,858.88

PROFIT + OH 10 % 198,185.89

TOTAL 2,180,044.77


24 Cat 6 Cable Assy, Patch Cord, 4 Feet, complete with boot

a Material

- Cat 6 Cable Assy, Patch Cord, 4 Feet, comple 1.00 Bh 225,000.00 225,000.00

Sub Total - a 225,000.00

b Alat bantu

- 1.00 Lot 1,500.00 1,500.00

of 18





(Rp.) (Rp.)


c Upah

- Mandor 0.0043 hari 62,000.00 267.10


- Tukang 0.0099 hari 57,000.00 564.30

- Pekerja 0.0305 hari 47,000.00 1,435.41


JUMLAH 229,188.91

PROFIT + OH 10 % 22,918.89

TOTAL 252,107.80


25 Cat 6 Cable Assy, Patch Cord, 7 Feet, complete with boot

a Material

- Cat 6 Cable Assy, Patch Cord, 7 Feet, comple 1.00 Bh 295,000.00 295,000.00

Sub Total - a 295,000.00

b Alat bantu

- 1.00 Lot 1,500.00 1,500.00


c Upah

- Mandor 0.0043 hari 62,000.00 267.10


- Tukang 0.0099 hari 57,000.00 564.30

- Pekerja 0.0305 hari 47,000.00 1,435.41


JUMLAH 299,188.91

PROFIT + OH 10 % 29,918.89

TOTAL 329,107.80


26 Kabel NYY, 3x1x(1x300 mm2)+1x(1x300 mm2)

a Material

- Kabel NYY, 3x1x(1x300 mm2) 1.00 m' 435,000.00 435,000.00

- Kabel NYY,1x(1x300 mm2) 1.00 m' 145,000.00 145,000.00

- Klem kabel 6.00 Bh 600.00 3,600.00

- Kabel ties 1.00 Lot 400.00 400.00

Sub Total - a 584,000.00

b Alat bantu



c Upah

- Mandor 0.1029 hari 62,000.00 6,377.14


- Tukang 0.3788 hari 57,000.00 21,593.72

- Pekerja 0.6937 hari 47,000.00 32,604.57

Sub Total - c 70,606.29

JUMLAH 657,606.29

PROFIT + OH 10 % 65,760.63

TOTAL 723,366.91


27 Kabel NYY, 3x2x(1x240 mm2)+2x(1x240 mm2)

of 18





(Rp.) (Rp.)

a Material

- Kabel NYFGBY, 3x2x(1x240 mm2) 1.00 m' 870,000.00 870,000.00

Kabel NYFGBY, 2x(1x240 mm2) 1.00 m' 290,000.00 290,000.00

- Klem kabel 6.00 Bh 600.00 3,600.00

- Kabel ties 1.00 Lot 400.00 400.00

Sub Total - a 1,164,000.00

b Alat bantu



c Upah

- Mandor 0.2200 hari 62,000.00 13,640.00


- Tukang 0.2500 hari 57,000.00 14,250.00

- Pekerja 1.0569 hari 47,000.00 49,672.83

Sub Total - c 90,962.83

JUMLAH 1,257,962.83

PROFIT + OH 10 % 125,796.28

TOTAL 1,383,759.11


28 Kabel NYFGbY, 3x1x(1x240 mm2)+1x(1x240 mm2)

a Material

- Kabel NYFGBY, 3x1x(1x240 mm2) 1.00 m' 420,000.00 420,000.00

Kabel NYFGBY, 1x(1x240 mm2) 1.00 m' 140,000.00 140,000.00

- Klem kabel 6.00 Bh 600.00 3,600.00

- Kabel ties 1.00 Lot 2,500.00 2,500.00

Sub Total - a 566,100.00

b Alat bantu



c Upah

- Mandor 0.0910 hari 62,000.00 5,642.00


- Tukang 0.2930 hari 57,000.00 16,699.30

- Pekerja 0.6631 hari 47,000.00 31,164.45

Sub Total - c 62,215.75

JUMLAH 631,315.75

PROFIT + OH 10 % 63,131.58

TOTAL 694,447.33


29 Kabel NYFGBY, 4x25 mm2

a Material

- Kabel NYFGBY, 4x25 mm2 1.00 m' 65,000.00 65,000.00

- Klem kabel 0.50 Bh 600.00 300.00

- Kabel ties 1.00 Lot 400.00 400.00

Sub Total - a 65,700.00

b Alat bantu



of 18





(Rp.) (Rp.)

c Upah

- Mandor 0.0220 hari 62,000.00 1,364.00


- Tukang 0.0250 hari 57,000.00 1,425.00

- Pekerja 0.1057 hari 47,000.00 4,967.28


JUMLAH 75,546.28

PROFIT + OH 10 % 7,554.63

TOTAL 83,100.91


of 7



ANALISA PEKERJAAN MEKANIKAL

NO. URAIAN PEKERJAAN VOLUME SATUAN HARGA SATUAN JUMLAH HARGA

(Rp.) (Rp.)

I PEKERJAAN PLUMBING

1 Gate Valve dia.32 mm

a Material

- Gate valve dia. 32 mm 1.00 Bh 162,000.00 162,000.00

- Socket PVC drat luar dia. 32 mm 2.00 Bh 44,000.00 88,000.00

Sub Total - a 250,000.00

b Alat bantu

- Seal tape 1.00 Lot 7,500.00 7,500.00

- Lem PVC 1.00 Lot 1,500.00 1,500.00


c Upah

- Mandor 0.0539 orang/hari 62,000.00 3,343.90

- kepala tukang 0.0650 orang/hari 67,000.00 4,355.00

- tukang 0.0850 orang/hari 57,000.00 4,845.00

- Pekerja 0.4360 orang/hari 47,000.00 20,492.00

Sub Total - c 33,035.90

JUMLAH 292,035.90

PROFIT + OH 10 % 29,203.59

TOTAL 321,239.49


2 Gate Valve dia.20 mm

a Material

- Gate valve dia. 20 mm 1.00 Bh 155,000.00 155,000.00

- Socket PVC drat luar dia. 20 mm 2.00 Bh 25,000.00 50,000.00

Sub Total - a 205,000.00

b Alat bantu

- Seal tape 1.00 Lot 7,500.00 7,500.00

- Lem PVC 1.00 Lot 1,500.00 1,500.00


c Upah





Sub Total - c 33,035.90

JUMLAH 247,035.90

PROFIT + OH 10 % 24,703.59

TOTAL 271,739.49


2 Pipa PVC Kelas 10 kg/cm2 dia.50 mm

a Material

- Pipa PVC AW dia. 50 mm 1.00 m' 8,500.00 8,500.00

- Fitting PVC dia. 50 mm 1.00 Lot 4,000.00 4,000.00

of 7





(Rp.) (Rp.)

Sub Total - a 12,500.00

b Alat bantu

- Lem PVC 1.00 Lot 1,500.00 1,500.00


c Upah

- Mandor 0.0017 orang/hari 62,000.00 105.40

- kepala tukang 0.0080 orang/hari 67,000.00 536.00




JUMLAH 21,269.40

PROFIT + OH 10 % 2,126.94

TOTAL 23,396.34



a Material



Sub Total - a 7,500.00

b Alat bantu

- Lem PVC 0.50 Lot 1,500.00 750.00


c Upah






JUMLAH 14,664.40

PROFIT + OH 10 % 1,466.44

TOTAL 16,130.84



a Material




b Alat bantu

- Lem PVC 1.00 Lot 1,500.00 1,500.00


c Upah






JUMLAH 15,269.40

PROFIT + OH 10 % 1,526.94

of 7





(Rp.) (Rp.)

TOTAL 16,796.34



a Material




b Alat bantu

- Lem PVC 1.00 Lot 1,500.00 1,500.00


c Upah



- tukang 0.0150 orang/hari 57,000.00 855.00

- Pekerja 0.0024 orang/hari 47,000.00 112.80


JUMLAH 8,111.70

PROFIT + OH 10 % 811.17

TOTAL 8,922.87

DIBULATKAN 8,922.00


a Material




b Alat bantu

- Lem PVC 1.00 Lot 1,500.00 1,500.00


c Upah



- tukang 0.0115 orang/hari 57,000.00 655.50


Sub Total - c 857.68

JUMLAH 5,357.68

PROFIT + OH 10 % 535.77

TOTAL 5,893.45

DIBULATKAN 5,893.00


a Material



Sub Total - a 77,000.00

b Alat bantu

- Lem PVC 1.00 Lot 1,500.00 1,500.00


c Upah

of 7





(Rp.) (Rp.)






JUMLAH 85,769.40

PROFIT + OH 10 % 8,576.94

TOTAL 94,346.34



a Material



Sub Total - a 55,000.00

b Alat bantu

- Lem PVC 1.00 Lot 1,500.00 1,500.00


c Upah






JUMLAH 63,769.40

PROFIT + OH 10 % 6,376.94

TOTAL 70,146.34


9 Pipa Vent PVC Klas C dia.25 mm

a Material

- Pipa PVC Klas C dia. 25 mm 1.00 m' 3,400.00 3,400.00



b Alat bantu

- Lem PVC 0.25 Lot 1,500.00 375.00


c Upah






JUMLAH 8,887.20

PROFIT + OH 10 % 888.72

TOTAL 9,775.92

DIBULATKAN 9,775.00

II PEKERJAAN VENTILASI

1 Fan Kap.135 m3/h ( Ceilling Fan )

of 7





(Rp.) (Rp.)

a Material

- Fan Kap.135 m3/h ( Ceilling Fan ) 1.00 Unit 1,685,000.00 1,685,000.00

Sub Total - a 1,685,000.00

b Alat bantu

- Pembuatan manhole 1.00 unit 15,000.00 15,000.00

Sub Total - b 15,000.00

c Upah





Sub Total - c 115,685.00

JUMLAH 1,815,685.00

PROFIT + OH 10 % 181,568.50

TOTAL 1,997,253.50


2 Fan Kap.360 m3/h ( Wall Fan )

a Material

- Fan Kap.360 m3/h ( Wall Fan ) 1.00 Unit 1,650,000.00 1,650,000.00

Sub Total - a 1,650,000.00

b Alat bantu


Sub Total - b 20,000.00

c Upah





Sub Total - c 78,061.60

JUMLAH 1,748,061.60

PROFIT + OH 10 % 174,806.16

TOTAL 1,922,867.76


3 Fan Kap.1140 m3/h ( Wall Fan )

a Material

- Fan Kap.1140 m3/h ( Wall Fan ) 1.00 Unit 1,980,000.00 1,980,000.00

Sub Total - a 1,980,000.00

b Alat bantu


Sub Total - b 28,000.00

c Upah





Sub Total - c 78,061.60

of 7





(Rp.) (Rp.)

JUMLAH 2,086,061.60

PROFIT + OH 10 % 208,606.16

TOTAL 2,294,667.76


8 Pengadaan dan pemasangan power kabel fan

a Material

- Instalasi kabel NYM 3 x 2,5 mm2 30.00 m' 13,000.00 390,000.00


- Tee doos 1.00 Bh 3,000.00 3,000.00

- Klem pipa 31.00 Bh 2,000.00 62,000.00

Sub Total - a 545,000.00

b Alat bantu

- isolasi, piser & obeng 1.00 Lot 1,500.00 1,500.00


c Upah





Sub Total - c 56,029.40

JUMLAH 602,529.40

PROFIT + OH 10 % 60,252.94

TOTAL 662,782.34


of 6



ANALISA PEKERJAAN PAGAR

NO. URAIAN PEKERJAAN KOEF SAT. HARGA SAT JLH. HARGA

(Rp) (Rp)

1 Pagar BRC T-240 (Galvanized) 1.0000 Panel

A. Bahan

1 Pagar BRC T-240 (Galvanized) 1.0000 Panel 450,000.00 450,000.00

2 Kawat Las 0.0100 Kg 12,000.00 120.00

B. Upah

1 Pekerja 0.2300 org/hari 47,000.00 10,810.00

2 Tukang 0.1725 org/hari 57,000.00 9,832.50

3 Mandor 0.0230 org/hari 62,000.00 1,426.00

C. Alat1 Alat bantu 1.0000 ls 5,000.00 5,000.00

JUMLAH - D 477,188.50

PROFIT + OH 10 % 47,718.85

TOTAL 524,907.35


2 Pintu Pagar BRC T-285 (Galvanized) 1.0000 Unit

A. Bahan

1 Pintu Pagar BRC T-285 (Galvanized) 1.0000 Panel 3,250,000.00 3,250,000.00

2 Acessories 1.0000 Ls 325,000.00 325,000.00

3 Kawat Las 0.1000 Kg 12,000.00 1,200.00

B. Upah

1 Pekerja 1.8000 org/hari 47,000.00 84,600.00

2 Tukang 1.3800 org/hari 57,000.00 78,660.00

3 Mandor 0.1840 org/hari 62,000.00 11,408.00

C. Alat

1 Alat bantu 1.0000 ls 5,000.00 5,000.00

JUMLAH - D 3,755,868.00

PROFIT + OH 10 % 375,586.80

TOTAL 4,131,454.80


3 Galian Tanah Biasa maks kedalaman 2 m'

A. Bahan

B. Upah

of 6





(Rp) (Rp)


2 Mandor 0.05260 org/hari 62,000.00 3,261.20

C. Alat

1 Alat bantu 1.00000 ls 2,750.00 2,750.00

JUMLAH 30,733.20

PROFIT + OH 10 % 3,073.32

TOTAL 33,806.52


4 Urugan tanah kembali 1.00000 m3

A. Bahan

B. Upah


2 Mandor 0.01200 org/hari 62,000.00 744.00

C. Alat

1 Alat bantu 1.00000 ls 1,000.00 1,000.00

JUMLAH 7,384.00

PROFIT + OH 10 % 738.40

TOTAL 8,122.40

DIBULATKAN 8,122.00

5 Urugan pasir 1.00000 m3

A. Bahan

1 Pasir urug 1.20000 m3 60,000.00 72,000.00

B. Upah

1 Pekerja 0.30000 org/hari 47,000.00 14,100.00

2 Mandor 0.03000 org/hari 62,000.00 1,860.00

C. Alat

1 Alat bantu 1.00000 ls 5,000.00 5,000.00

JUMLAH 92,960.00

PROFIT + OH 10 % 9,296.00

TOTAL 102,256.00


6 Beton K-250 1.00000 m3

A. Bahan

of 6





(Rp) (Rp)

1 Readymix K-250 1.00000 m3 525,000.00 525,000.00

B. Upah

1 Pekerja 1.00000 org/hari 47,000.00 47,000.00



4 Mandor 0.00100 org/hari 62,000.00 62.00

C. Alat


2 Alat Bantu 1.00000 500.00 500.00

JUMLAH 590,912.00

PROFIT + OH 10 % 59,091.20

TOTAL 650,003.20


7 Besi beton 1.00000 kg

A. Bahan

1 Besi beton 1.05000 kg 9,800.00 10,290.00

2 Kawat beton 0.01000 kg 18,500.00 185.00

B. Upah

1 Pekerja 0.02500 org/hari 47,000.00 1,175.00

2 Tukang besi 0.01500 org/hari 57,000.00 855.00

3 Kepala tukang besi 0.01000 org/hari 67,000.00 670.00

4 Mandor 0.00500 org/hari 62,000.00 310.00

C. Alat

1 Alat 1.00000 ls 1,500.00 1,500.00

JUMLAH 14,985.00

PROFIT + OH 10 % 1,498.50

TOTAL 16,483.50


8 Bekisting multiplex 12 mm (2x pakai) 1.00000 m2

A. Bahan

1 Broti ( Kayu klas III ) 0.02500 m3 3,250,000.00 81,250.00

2 Multiplex 12 mm (2 x pakai) 0.02500 lbr 120,000.00 3,000.00

3 Paku 0.25000 kg 10,000.00 2,500.00

B. Upah

1 Pekerja 0.25000 org/hari 47,000.00 11,750.00

2 Tukang kayu 0.15000 org/hari 57,000.00 8,550.00

of 6





(Rp) (Rp)

3 Kepala tukang kayu 0.01500 org/hari 67,000.00 1,005.00

4 Mandor 0.01000 org/hari 62,000.00 620.00

5 Tukang Kayu 1/2 Terampil (Bongkar Ce 0.02500 org/hari 62,000.00 1,550.00

C. Alat

1 Alat bantu 1.00000 ls 2,500.00 2,500.00

JUMLAH 112,725.00

PROFIT + OH 10 % 11,272.50

TOTAL 123,997.50


9 Beton K-250 1.00000 m3

A. Bahan

1 Readymix K-250 1.00000 m3 525,000.00 525,000.00

B. Upah

1 Pekerja 0.55000 org/hari 47,000.00 25,850.00



4 Mandor 0.00125 org/hari 62,000.00 77.50

C. Alat


2 Alat Bantu 1.00000 500.00 500.00

JUMLAH 561,145.00

PROFIT + OH 10 % 56,114.50

TOTAL 617,259.50


10 Beton K-100

A. Bahan

1 Semen portland 5.820 zak 55,000.00 320,100.00

2 Pasir beton 0.470 M³ 90,000.00 42,300.00

3 Koral beton/batu pecah 2/3 0.930 M³ 185,000.00 172,050.00

B. Upah

1 Pekerja 2.000 Oh 47,000.00 94,000.00

2 Tukang batu 0.350 Oh 57,000.00 19,950.00

3 Kepala tukang 0.035 Oh 67,000.00 2,345.00

4 Mandor 1.000 Oh 62,000.00 62,000.00

C. ALAT


of 6





(Rp) (Rp)

JUMLAH 730,295.00

PROFIT + OH 10 % 73,029.50

TOTAL 803,324.50


15 Beton K-250 + Bekisting 1.00000 m3

Beton K-250

A. Bahan

1 Readymix K-250 1.00000 m3 617,259.00 617,259.00


B. Upah

C. Alat


2 Alat Bantu 1.00000 2,500.00 2,500.00

TOTAL 768,756.00

PROFIT + OH 10 % 76,875.60

TOTAL 845,631.60


11 Plester + Aci 1 : 4 1.00000 m2

A. Bahan


2 Pasir pasang 0.02400 m3 85,000.00 2,040.00

B. Upah

1 Pekerja 0.20000 org/hari 47,000.00 9,400.00



4 Mandor 0.01000 org/hari 62,000.00 620.00

C. Alat

1 Alat bantu 1.00000 ls 500.00 500.00

JUMLAH 28,979.00

PROFIT + OH 10 % 2,897.90

TOTAL 31,876.90


12 Pasangan dinding bata 1 : 4 1.00000 m2

of 6





(Rp) (Rp)

A. Bahan

1 Bata merah ### bh 500.00 35,000.00


3 Pasir pasang 0.04300 m3 85,000.00 3,655.00

B. Upah

1 Pekerja 0.30000 org/hari 47,000.00 14,100.00



4 Mandor 0.01500 org/hari 62,000.00 930.00

C. Alat

1 Alat bantu 1.00000 ls 415.00 415.00

JUMLAH 73,120.00

PROFIT + OH 10 % 7,312.00

TOTAL 80,432.00


13 Pekerjaan Profil 1.00000 m2

Bahan


2 Pengecatan 1.00000 m2 27,310.00 27,310.00

Upah

1 Pekerja 0.50000 org/hari 47,000.00 23,500.00



4 Mandor 0.00375 org/hari 62,000.00 232.50

Alat

1 Alat bantu 1.00000 ls 272.50 272.50

JUMLAH 94,740.00

PROFIT + OH 10 % 9,474.00

TOTAL 104,214.00


J A D W A L P E N U G A S A N P E R S O N I L

JASA PEMBORONGAN PEKERJAAN BANGUNAN PENUNJANG

PEMBANGUNAN BANDARA MEDAN BARU (PAKET 6B)

NO URAIAN PEKERJAANT I M E S C H E D U L E = 4 0 0 H A R I

M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 M-9 M-10 M-11 M-12 M-13 M-14 M-15 M-16 M-17 M-18 M-19 M-20 M-21 M-22 M-23 M-24 M-25 M-26 M-27 M-28 M-29 M-30 M-31 M-32 M-33 M-34 M-35 M-36 M-37 M-38 M-39 M-40 M-41 M-42

I. DAFTAR PERSONIL INTI/AHLI

1 MANAGER PROYEK 57.00

2 WAKIL MANAGER PROYEK 57.00

3 AHLI ARSITEK 57.00

4 AHLI SIPIL 57.00

5 AHLI MEKANIKAL / ELEKTRIKAL 57.00

6 AHLI QUANTITY ENGINEER 57.00

7 AHLI GEODESI 57.00

II. DAFTAR TENAGA PENDUKUNG

1 ASISTEN ARSITEK 1 50.00

2 ASISTEN SIPIL 57.00

3 ASISTEN MESIN / ELEKTRIKAL 33.00

4 CAD OPERATOR 55.00

5 ADMINISTRASI KEUANGAN 57.00

6 SEKRETARIS 57.00

III. PEKERJA

1 TUKANG BATU DAN PEKERJA 56.00

2 TUKANG BESI / PEKERJA 54.00

3 TUKANG ELEKTRIKAL / MEKANIKAL 27.00

4 PEKERJA TAMAN 17.00

DURASI

(MINGGU)

J A D W A L P E N U G A S A N P E R S O N I L

JASA PEMBORONGAN PEKERJAAN BANGUNAN PENUNJANG


T I M E S C H E D U L E = 4 0 0 H A R I KET

M-43 M-44 M-45 M-46 M-47 M-48 M-49 M-50 M-51 M-52 M-53 M-54 M-55 M-56 M-57

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan

J A D W A L PERALATAN

#REF!


NO URAIAN PEKERJAAN

T I M E S C H E D U L E = 4 0 0 H A R I

KET

M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 M-9 M-10 M-11 M-12 M-13 M-14 M-15 M-16 M-17 M-18 M-19 M-20 M-21 M-22 M-23 M-24 M-25 M-26 M-27 M-28 M-29 M-30 M-31 M-32 M-33 M-34 M-35 M-36 M-37 M-38 M-39 M-40 M-41 M-42 M-43 M-44 M-45 M-46 M-47 M-48 M-49 M-50 M-51 M-52 M-53 M-54 M-55 M-56 M-57

I. ALAT BERAT

1 TRUCK MIXER 49.00

2 BATCHING PLANT 49.00

3 DUMP TRUCK 8 - 12 TON 49.00

4 EXCAVATOR 49.00

5 WHEEL LOADER 49.00

6 FLAT BED TRUCK 57.00

7 GENERATOR SET 57.00

8 CONCRETE VIBRATOR 53.00

9 STAMPER 53.00

PERALATAN LABORATORIUM

1 PENGUJIAN BESI 55.00

2 PENGUJIAN BETON 55.00

PERALATAN SURVEY

1 THEODOLITE TOTAL STATION 57.00

2 WATERPASS 57.00

3 GPS 57.00

4 KENDARAAN OPERASIONAL PICK UP 57.00

Medan,……………..

Dibuat oleh,

PT./ CV.

………………………….

Jabatan

DURASI (MINGGU)

PAKET : JASA PEMBORONGAN PAKET : JASA PEMBORONGAN

PEKERJAAN BANGUNAN PENUNJANG PEKERJAAN BANGUNAN PENUNJANG

PEMBANGUNAN BANDAR UDARA MEDAN BARU ( PAKET 6 B ) PEMBANGUNAN BANDAR UDARA MEDAN BARU ( PAKET 6 B )







KLARIFIKASI HARGA PENAWARANPT. LEOTUNGGAL MANDIRI

DEPARTEMEN PERHUBUNGANDIREKTORAT JENDERAL PERHUBUNGAN UDARA

SATUAN KERJA BANDAR UDARA MEDAN BARU

KLARIFIKASIDOKUMEN PENAWARAN HARGA

JASA PEMBORONGAN PEKERJAAN BANGUNAN PENUNJANGBANDAR UDARA MEDAN BARU (PAKET 6B)

NAMA PERUSAHAAN : PT. LEOTUNGGAL MANDIRI

NO. ITEM KLARIFIKASI HASIL KLARIFIKASI1 2 3

PEKERJAAN PERSIAPAN 1 Mobilisasi & Demobilisasi alat berat Semua peralatan berada di Medan, mobilisasi alat berat

menggunakan/ menyewa Trailer.

NO. NAMA ALAT J. HARGA

1.00 Truck Mixer 250,000 2.00 Bacthing Plant 3,000,000 3.00 Dump Truck 600,000 4.00 Excavator 2,500,000 5.00 Wheel Loader 1,000,000 6.00 Plat Bed Truck 200,000 7.00 Water Tanker 200,000 8.00 Generator Set 1,000,000 9.00 Water Pump 100,000 10.00 Concrete Vibrator 100,000 11.00 Stamper 50,000

II PERALATAN LABORATORIUM 1.00 Pengujian Besi 500,000 2.00 Pengujian Beton 500,000

III PERALATAN SURVEY DLL 1.00 Theodolite ( T. Station ) 50,000 2.00 Waterpass 25,000 3.00 GPS 25,000 4.00 Kendaraan Operasional Pick Up 200,000

Harga Mobilisasi 10,300,000

Truck Mixer, Water Tanker, Water Pump, Concrete Vibrator, Stamper dan Peralatan Ukur di mobilisasi sekaligus. Jadi biaya mobilisasinya hanya berupa biaya bahan bakar peralatan tersebut termasuk upah supirnya selama perjalanan. walaupun dengan harga satuan pekerjaan dibawah HPS kami yakin dapat melaksanakannya.

2 Sewa Kantor Kontraktor , 100 M2 Pembuatan Kantor Kontraktor dibuat secara Semi - Permanen menggunakan dinding setengah bata dan kayu. Ukuran kantor kontraktor adalah 100 m2 termasuk fasilitas perkantoran dan MCK.

3 Pengukuran Lapangan Sebelum , Selama dan Pengukuran dilakukan dengan bantuan alat ukur berupa Sesudah Pelaksanaan Total station/ Theodolit dan Waterpass. Pengukuran dilak-

sanakan melalui titik bantu BM yang telah ditentukan direksi sebelum penyerahan lahan kepada kontraktor untuk menentukan titik batas area pekerjaan yang akan dilakukan

4 Sewa Barak kerja, 75 M2 Pembuatan barak pekerja dibuat secara Semi - Permanen menggunakan dinding setengah bata dan kayu. Ukuran barak pekerja adalah 75 m2 termasuk fasilitas MCK.

5 Utilitas ( Listrik / Telp & air kerja ) Harga termasuk pemasukan listrik, telepon, air kerja dan biaya pemakaian selama proyek berjalan.

6 Jalan Kerja Harga pembuatan jalan kerja termasuk material penimbunan jika diperlukan untuk jalan-jalan yang akan dilalui, dan pemakaian alat berat pada daerah-daerah tertentu yang daerahnya memiliki tingkat kestabilan tanahnya rendah.

7 Gambar Shop Drawing & Asbuilt Drawing Harga termasuk pembuatan Shop Drawing selama proyek berjalan dan Asbuilt Drawing setelah selesai.

8 Asuransi Harga Ansuransi All Risk ditambah Ansuransi tenaga kerja sebesar ± 0.15 %




PEKERJAAN STRUKTUR 1 Galian Tanah Pondasi dengan Alat Berat Jika volume galian > 100 m3 maka digunakan alat berat

berupa excavator dan dumptruck untuk memindahkan dan membuang galian. dimana direncanakan dalam 1 jam akan menghasilkan galian sebanyak ± 50 m3 dengan menggunakan 3 unit dumptruck.

2 Urugan Pasir Pengurukan/ penimbunan pasir dilakukan dengan cara manual. Setelah penggalian dilakukan sesuai dengan elevasi yang telah disetujui oleh direksi maka pengurukan pasir dapat dilakukan.

3 Urugan Pasir Rabat/ Selasar Pada Pekerjaan Struktur Bangunan STP Harga item pekerjaan ini sudah termasuk didalam item pekerjaan yang lain. Kami sanggup mengerjakan item pekerjaan ini tanpa penambahan biaya sesuai dengan volume dan spesifikasi yang diisyaratkan dalam kontrak.

4 Beton K-350 (Kolom, Balok dan Plat) Pengecoran beton dengan mutu K-350 menggunakan mobil Ready Mix Concrete yang betonnya telah mengikuti Job Mix Design sesuai spesifikasi material dan disetujui oleh direksi. Pengecoran Kolom dilakukan setelah pemasangan pembesian pada tiang kolom, pengecoran dilakukan secara bersamaan pada kolom yang telah terpasangi bekisting. Pemakaian bekisting direncanakan dipakai sebanyak 4 kali secara berulang. Pada kolom digunakan stud pengunci yang terbuat dari kayu Pada balok menggunakan scaffolding sebagai dudukan bekisting dan juga pada pekerjaan lantai dan pelat. Sebelum pengecoran dilakukan untuk menjaga ketebalan seli- mut beton yang merata perlu dibuat beton tahu.

5 Beton Lantai Kerja (K-125) Pengecoran lantai kerja dengan K-125 tetap menggunakan Ready Mix Concrete yang betonnya telah mengikuti Job Mix Design sesuai spesifikasi material dan disetujui oleh direksi. Penghamparan beton dilakukan diikuti pemakaian concrete vibrator untuk pemerataan beton.

6 Besi Beton Pekerjaan bar bending besi dilakukan menggunakan mesin bar bender dan bar cutter. Material besi yang digunakan sesuai spesifikasi material yang ditentukan dan persetujuan direksi. Pemotongan dan pembengkokan dilakukan sesuai dengan gambar kerja yang telah disetujui oleh direksi. Harga satuan bahan didapat dari distributor, dan pengangkutan material dilakukan menggunakan trailer dan crane untuk mem- permudah pemindahan material. Walaupun dengan harga satuan pekerjaan dibawah HPS kami yakin bisa melaksanakannya.

7 Pondasi Batu Kali Pekerjaan pondasi batu kali menggunakan beton yang dibuat menggunakan mesin Molen. Pemasangan batu kali dilakukan oleh tukang dan pekerja yang telah memiliki pengalaman yang banyak sehingga diharapkan pemasangan pondasi batu kali dalam 1 jam akan lebih dari 5 m3.

PEKERJAAN FINISHING/ ARSITEKTUR 1 Pekerjaan Waterproofing termasuk Screed Pelindung (1:3) tebal 3 cm Pekerjaan waterproofing dilakukan dengan pecampuran cairan water

proof dan air. Setelah pengadukan dilakukan, permukaan yang akan di lapisi waterproofing haruslah bersih dan dibuat screed pelindung sete- bal 3 cm.

2 Pekerjaan Floor Hardener Color Pekerjaan floor hardener dilakukan oleh tukang yang telah berpengalaman. Harga material floor hardener diperoleh dari pihak distributor, sesuai dengan spesifikasi material dan disetujui oleh pihak direksi. Pekerjaan floor hardener dilakasanakan sesuai dengan gambar kerja yang disetujui oleh pihak direksi. Walaupun harga satuan penawaran kami dibawah HPS, kami yakin mampu melaksanakannya sesuai dengan spesifikasi.

3 Kusen dan daun Pintu dan Jendela Pekerjaan kusen dan daun pintu terbuat dari kayu dilaksanakan dan ditempahkan kepembuat kusen. Kusen dan rangka daun jendela terbuat dari alumunium. Pemasangan kusen dilakukan oleh pekerja yang telah memiliki pengalaman dan dipasang bersamaan dengan pekerjaan pasangan bata. Material dari kusen pintu dan jendela harus sesuai spesifikasi dan disetujui oleh direksi.




4 Kran Air T 23 B 13 V7N ex Toto Pemasangan instalasi kran air dilaksanakan oleh tukang yang telah biasa melaksanakan pekerjaan pemipaan. Harga satuan bahan didapat dari penawaran distributor yang mana spesifikasi materialnya mengikuti petunjuk direksi. Pemasangan kran air dilakukan setelah pekerjaan dinding selesai.

5 Bak Cuci Piring 1 lobang stainles steel komplit Pemasangan instalasi Bak Cuci Piring dilaksanakan oleh tukang yang telah biasa melaksanakan pekerjaan pemipaan. Harga satuan bahan didapat dari penawaran distributor yang mana spesifikasi materialnya mengikuti petunjuk direksi dan kontrak.

6 Kloset duduk CW 660 J / SW 660 J ex.Toto + Accessories Pemasangan kloset dilakukan setelah pekerjaan sparing pipa disediakan. Pemasangan dilakukan oleh tukang yang memiiki pengalaman yang cukup, harga satuan bahan didapat dari penawaran distributor yang mana spesifikasi materialnya mengikuti petunjuk direksi dan kontrak.

7 Tempat sampah ( waste receptacles ) Pembuat tempat sampah dibagi 3 jenis terdiri dari sampah organik, sampah padat dan sampah non organik. Yang termasuk sampah organik : potongan kayu, kertasm, daun dan sisa-sisa makanan,dll. Yang termasuk sampah non-organik : plastik, bungkus nasi, karet, kaca Yang termasuk sampah padat : kaleng tinner, kaleng cat, kaleng oli.

8 Soap Holder s6nex. Toto Pemasangan tempat sabun dilaksanakan setelah pemasangan dinding kamar mandi. Harga satuan material didapat dari distributor yang mana spesifikasi materialnya mengikuti petunjuk direksi dan kontrak. Walaupun harga satuan pekerjaan tempat sabun/ soap holder lebih rendah dari HPS, kami yakin dapat mengerjakannya.

9 Unit cermin Berangka Stainless Steel, t = 6mm, uk. 60 x 105 cm Pemasangan cermin berangka dilaksanakan setelah pemasangan dinding kamar mandi. Harga satuan material didapat dari distributor yang mana spesifikasi materialnya mengikuti petunjuk direksi dan kontrak. Walaupun harga satuan pekerjaan tempat sabun/ soap holder lebih rendah dari HPS, kami yakin dapat mengerjakannya.

10 Meja Beton + Finishing (westafel & pantry) Pekerjaan meja tempat washtafel dan bak cuci piring dibuat dari beton dan dilaksanakan oleh tukang yang telah berpengalaman. Pekerjaan dilaksanakan sesuai gambar kerja dan persetujuan dari pihak direksi.

11 Pekerjaan Screed Lantai ( 1 : 3 ) + wiremesh + insulasi total tebal 100mm Pekerjaan finishing atap dak beton ini dilakukan oleh tukang yang telah memiliki pengalaman yang cukup. Atap dak beton dibuat menggunakan beton yang berisi besi wiremesh/ kawat ayam yang pada lapisan atasnya discreed dan insulasi berupa steroform.

12 Pekerjaan Listplank beton Pekerjaan listplan beton dibuat sesuai spesifikasi dan gambar kerja yang telah disetujui oleh pihak direksi. Material beton menggunakan mesin molen dan dikerjakan oleh tukang yang telah berpengalaman. Pekerjaan bekisting untuk listplank dipakai secara berulang sebanyak 4 kali.

13 Roof drain cast iron dia. 4" Pekerjaan roof drain dikerjakan oleh tukang yang telah berpengalaman. Sebelum pengecoran dak beton terlebih dahulu sediakan pipa sparing untuk tempat roof drain, harga satuan material diperoleh dari pihak distributor yang sesuai spesifikasi material yang disetujui pihak direksi.

14 Pekerjaan Talang air pipa PVC AW dia. 4" Pekerjaan talang air dikerjakan oleh tukan yang telah berpengalaman. Pemasangan talang air dilakukan setelah pekerjaan atap selesai dilaksanakan, Pemasangan talang air dibuat berdasarkan gambar kerja yang telah disetujui oleh pihak direksi. Walaupun dengan harga penawaran dibawah harga HPS, kami yakin mampu mengerjakannya.

PEKERJAAN PAGAR AIRSIDE 1 Beton K-250 Material beton dibuat berdasarkan spesifikasi material dan hasil dari

Hasil Job Mix Design. Pengecoran dilakukan menggunakan Molen, pekerjaan dikerjakan oleh tukang yang telah berpengalaman. Pekerjaan dilaksanakan sesuai gambar kerja dan spesifikasi teknis yang telah disetujui Direksi.

2 Pagar T-240 Pekerjaan pemasangan pagar BRC dilaksanakan sesuai gambar kerja dan spesifikasi teknis yang telah disetujui Direksi. Pelaksanaan dikerjakan oleh tukang yang telah berpengalaman. Harga satuan material berdasarkan distributor pagar BRC yang mengikuti spesifikasi yang ditentukan.




3 Kawat duri Pekerjaan kawat duri dibuat setelah pemagaran selesai dilaksanakan. Walaupun harga satuan pekerjaan penawaran kami lebih rendah dari HPS, kami yakin sanggup melaksanakannya.

PEKERJAAN EAST GATE 1 Dadap Merah / Coral Tree Harga analisa sesuai harga satuan material yang diberikan

distributor. 2 Kamboja Kuning Harga analisa sesuai harga satuan material yang diberikan

distributor. 3 Kelapa Sawit Harga analisa sesuai harga satuan material yang diberikan

distributor. 4 Daun Philo Harga analisa sesuai harga satuan material yang diberikan

distributor. 5 Pangkas Kuning Harga analisa sesuai harga satuan material yang diberikan

distributor. 6 Kembang Kancing Harga analisa sesuai harga satuan material yang diberikan

distributor. 7 Plumbago Harga analisa sesuai harga satuan material yang diberikan

distributor. 8 Drasena Harga analisa sesuai harga satuan material yang diberikan

distributor. 9 Lili Brazil Harga analisa sesuai harga satuan material yang diberikan

distributor. 10 Beringin Putih Harga analisa sesuai harga satuan material yang diberikan

distributor. 11 Rumput Gajah Harga analisa sesuai harga satuan material yang diberikan

distributor. 12 Simbang Darah Harga analisa sesuai harga satuan material yang diberikan

distributor. 13 Huruf t = 15 cm Harga analisa sesuai harga satuan material yang diberikan

distributor.

BoQ Bandara

Documents

Transcript of BoQ Bandara