harga bahan

DAFTAR HARGA BAHAN DAN UPAH

A. NAMA BAHAN STN HARGA

1 Kaca Tempered 12 mm /m2 Rp. 685,000.00

2 Pintu Kaca Tempered, terdiri dari : /unit Rp.

- Kaca Tempered 12 mm /m2 Rp. 685,000.00 - Lubang Kaca (4 titik) /ttk Rp. 30,000.00 - Polish Kaca 4 sisi /m' Rp. 25,000.00 - Coak Kaca 3 titik /ttk Rp. 100,000.00

3 Assesoris Pintu

- Floorhinge (Dorma bts. 84) /set Rp. 1,350,000.00 - Path Fitting (fitting atas, bawah dan kunci) /set Rp. 950,000.00 - Path Fitting Pistol /bh Rp. 750,000.00

4 Kaca Bening 12 mm /m2 Rp. 335,000.00

5 Kaca Bening 8 mm /m2 Rp. 225,000.00

6 Kaca Bening 5 mm /m2 Rp. 110,000.00

7 Alumunium Profile /m' Rp. 125,000.00

Acrylic Susu 5 mm 900,000.00

DAFTAR ANALISA DAN BAHAN1 PAGAR SEMENTARA SENG GELOMBANG TINGGI 2 M

0.014 m3 Balok 5/10 @ Rp. 0.00 = Rp.0.021 m3 Balok 5/7 @ Rp. 0.00 = Rp.0.060 zak Semen PC @ Rp. 0.00 = Rp.1.200 lbr Seng gelombang @ Rp. 35,000.00 = Rp.0.010 m3 Pasir beton @ Rp. 25,000.00 = Rp.0.010 m3 Kerikil kasar dan halus @ Rp. 0.00 = Rp.0.060 kg Paku @ Rp. 0.00 = Rp.0.500 kg Cat @ Rp. 45,000.00 = Rp.0.200 Tukang Kayu @ Rp. #REF! = Rp.0.020 Kepala Tukang @ Rp. #REF! = Rp.0.400 Pekerja @ Rp. #REF! = Rp.0.020 Mandor @ Rp. #REF! = Rp.

= Rp.

2 PENGUKURAN DAN PASANGAN BOWPLANK0.012 m3 Balok 5/7 @ Rp. 0.00 = Rp.0.020 kg Paku @ Rp. 52,800.00 = Rp.0.005 m3 Papan kls II @ Rp. 22,000.00 = Rp.0.100 Tukang Kayu @ Rp. #REF! = Rp.0.010 Kepala Tukang @ Rp. #REF! = Rp.0.100 Pekerja @ Rp. #REF! = Rp.0.050 Mandor @ Rp. #REF! = Rp.

= Rp.

3 1 M3 GALIAN TANAH BIASA0.052 hr Mandor @ Rp. #REF! = Rp.0.562 hr Pekerja @ Rp. #REF! = Rp.

= Rp.

4 1 M3 GALIAN TANAH KERAS0.125 hr Mandor @ Rp. #REF! = Rp.0.735 hr Pekerja @ Rp. #REF! = Rp.

= Rp.5 1 M3 TIMBUNAN TANAH

1.200 m3 Tanah timbunan @ Rp. 0.00 = Rp.0.300 hr Pekerja @ Rp. #REF! = Rp.0.010 hr Mandor @ Rp. #REF! = Rp.

= Rp.6 1 M3 TIMBUNAN PASIR BAWAH LANTAI / PONDASI

1.200 m3 Pasir @ Rp. 685,000.00 = Rp.0.300 hr Pekerja @ Rp. #REF! = Rp.0.010 hr Mandor @ Rp. #REF! = Rp.

= Rp.7 1 M3 PASANGAN BATU KOSONG

1.200 m3 Batu gunung @ Rp. 132,000.00 = Rp.0.300 m3 Pasir @ Rp. 30,000.00 = Rp.0.390 hr Tukang batu @ Rp. #REF! = Rp.0.039 hr Kepala tukang @ Rp. #REF! = Rp.0.780 hr Pekerja @ Rp. #REF! = Rp.0.039 hr Mandor @ Rp. #REF! = Rp.

= Rp.8 1 M3 PASANGAN PONDASI BATU GUNUNG 1:5

1.200 m3 Batu gunung @ Rp. 0.00 = Rp.2.720 zak Semen PC @ Rp. 0.00 = Rp.0.540 m3 Pasir pasangan @ Rp. 118,800.00 = Rp.0.600 hr Tukang batu @ Rp. #REF! = Rp.1.500 hr Pekerja @ Rp. #REF! = Rp.0.180 hr Mandor @ Rp. #REF! = Rp.0.360 hr Kepala tukang @ Rp. #REF! = Rp.

= Rp.9 1 M2 PASANGAN TEMBOK 1 : 2

75.000 bh Batu bata @ Rp. 825.00 = Rp.0.379 zak Semen PC @ Rp. 49,225.00 = Rp.0.038 m3 Pasir pasangan @ Rp. 118,800.00 = Rp.0.100 hr Tukang batu @ Rp. 45,650.00 = Rp.0.320 hr Pekerja @ Rp. 42,900.00 = Rp.0.015 hr Mandor @ Rp. 53,900.00 = Rp.0.010 hr Kepala tukang @ Rp. 51,150.00 = Rp.

= Rp.Untuk lantai II dan III dikali keefisiean 1,00 x 1,09 = Rp.Untuk lantai IV dan V dikali keefisiean 1,00 x 1,12 = Rp.

10 1 M2 PASANGAN TEMBOK 1 : 575.000 bh Batu bata @ Rp. 0.00 = Rp.

0.170 zak Semen PC @ Rp. 0.00 = Rp.0.050 m3 Pasir pasangan @ Rp. 30,000.00 = Rp.0.100 hr Tukang batu @ Rp. #REF! = Rp.0.320 hr Pekerja @ Rp. #REF! = Rp.0.015 hr Mandor @ Rp. #REF! = Rp.0.010 hr Kepala tukang @ Rp. #REF! = Rp.

= Rp.Untuk lantai II dan III dikali keefisiean 1,00 x 1,09 = Rp.Untuk lantai IV dan V dikali keefisiean 1,00 x 1,12 = Rp.

11 1 M2 PLESTERAN TEMBOK 1 : 20.170 zak Semen PC @ Rp. 49,225.00 = Rp.0.017 m3 Pasir pasangan @ Rp. 118,800.00 = Rp.0.150 hr Tukang batu @ Rp. 45,650.00 = Rp.0.015 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.200 hr Pekerja @ Rp. 42,900.00 = Rp.0.010 hr Mandor @ Rp. 53,900.00 = Rp.

= Rp.Untuk lantai II dan III dikali keefisiean 1,00 x 1,09 = Rp.Untuk lantai IV dan V dikali keefisiean 1,00 x 1,12 = Rp.

12 1 M2 PLESTERAN BETON 1 : 30.130 zak Semen PC @ Rp. 49,225.00 = Rp.0.019 m3 Pasir pasangan @ Rp. 118,800.00 = Rp.0.150 hr Tukang batu @ Rp. 45,650.00 = Rp.0.015 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.200 hr Pekerja @ Rp. 42,900.00 = Rp.0.010 hr Mandor @ Rp. 53,900.00 = Rp.

= Rp.Untuk lantai II dan III dikali keefisiean 1,00 x 1,09 = Rp.Untuk lantai IV dan V dikali keefisiean 1,00 x 1,12 = Rp.

13 1 M2 PLESTERAN TEMBOK 1 : 50.090 zak Semen PC @ Rp. 0.00 = Rp.0.022 m3 Pasir pasangan @ Rp. 30,000.00 = Rp.0.015 hr Kepala tukang @ Rp. #REF! = Rp.0.150 hr Tukang batu @ Rp. #REF! = Rp.0.200 hr Pekerja @ Rp. #REF! = Rp.0.010 hr Mandor @ Rp. #REF! = Rp.

= Rp.Untuk lantai II dan III dikali keefisiean 1,00 x 1,09 = Rp.Untuk lantai IV dan V dikali keefisiean 1,00 x 1,12 = Rp.

14 1 M2 LANTAI BETON 1:3:6 TEBAL 10 CM0.100 m3 Batu kerikil @ Rp. 136,000.00 = Rp.0.455 zak Semen PC @ Rp. 49,225.00 = Rp.0.044 m3 Pasir kasar @ Rp. 118,800.00 = Rp.0.165 hr Tukang batu @ Rp. 45,650.00 = Rp.0.017 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.750 hr Pekerja @ Rp. 42,900.00 = Rp.0.036 hr Mandur @ Rp. 53,900.00 = Rp.

= Rp.Tebal 5 cm = Rp.

15 1 M3 BETON TUMBUK 1 : 3 : 50.870 m3 Batu kerikil @ Rp. 136,000.00 = Rp.4.360 zak Semen PC @ Rp. 49,225.00 = Rp.0.520 m3 Pasir kasar @ Rp. 118,800.00 = Rp.0.250 hr Tukang batu @ Rp. 45,650.00 = Rp.0.025 hr Kepala tukang @ Rp. 51,150.00 = Rp.1.650 hr Pekerja @ Rp. 42,900.00 = Rp.0.080 hr Mandur @ Rp. 53,900.00 = Rp.

= Rp.

16 1 M3 BETON BERTULANG A. Pekerjaan Beton 1. Bahan beton cor K 250

0.410 m3 Batu pecah 1, 2 cm @ Rp. 169,600.00 = Rp.0.410 m3 Batu pecah 2, 3 cm @ Rp. 149,600.00 = Rp.4.000 m3 Pasir beton @ Rp. 118,800.00 = Rp.8.000 zak Semen PC @ Rp. 49,225.00 = Rp.

= Rp.

2. Bahan beton cor K 1750.870 m3 Batu pecah @ Rp. 149,600.00 = Rp.0.540 m3 Pasir beton @ Rp. 118,800.00 = Rp.5.200 zak Semen PC @ Rp. 49,225.00 = Rp.

= Rp.

3. Upah kerja Beton cor :1.650 hr Pekerja @ Rp. 42,900.00 = Rp.0.080 hr Mandor @ Rp. 53,900.00 = Rp.0.250 hr Tukang batu @ Rp. 45,650.00 = Rp.0.025 hr Kepala tukang @ Rp. 51,150.00 = Rp.

= Rp.

B. Pekerjaan besi penulangan:1. Bahan besi beton

110.000 kg Besi beton @ Rp. 9,000.00 = Rp.2.000 kg Kawat beton @ Rp. 22,000.00 = Rp.

= Rp.2. Upah penulangan

0.770 hr Tukang besi @ Rp. 45,650.00 = Rp.0.770 hr Pekerja @ Rp. 42,900.00 = Rp.0.033 hr Mandor @ Rp. 53,900.00 = Rp.0.077 hr Kepala tukang @ Rp. 51,150.00 = Rp.

= Rp.

KEBUTUHAN BETON DAN BERAT BESI UNTUK TERMINAL3. Beton Kolom 50/50 : 2,39 kg ( b1 + b2 ) . . = Rp.4. Beton Kolom 40/40 : 2,25 kg ( b1 + b2 ) . . = Rp.5. Beton Kolom 40/40 : 1,70 kg ( b1 + b2 ) . . = Rp.6. Beton Kolom 30/30 : 2,10 kg ( b1 + b2 ) . . = Rp.7. Beton Kolom 20/40 : 3,10 kg ( b1 + b2 ) . . = Rp.8. Beton Praktis : 1,10 kg ( b1 + b2 ) . . = Rp.9. Beton Balok B1 30/40 : 1.70 kg ( b1 + b2 ) . . = Rp.10. Beton Balok B2 30/40 : 1,80 kg ( b1 + b2 ) . . = Rp.11. Beton Balok B3 15/40 : 1,90 kg ( b1 + b2 ) . . = Rp.12. Beton Balok B4 30/70/80 : 2,20 kg ( b1 + b2 ) . . = Rp.13. Beton Plat : 1.40 kg ( b1 + b2 ) . . = Rp.14. Beton llist plank : 0,90 kg ( b1 + b2 ) . . = Rp.15. Beton sloof 25/75 : 2,35 kg ( b1 + b2 ) . . = Rp.16. Beton sloof 25/60 : 2,10 kg ( b1 + b2 ) . . = Rp.17. Beton sloof 25/40 : 1,75 kg ( b1 + b2 ) . . = Rp.17. Beton pondasi poor : 1,25 kg ( b1 + b2 ) . . = Rp.18. Beton tangga plat & balok : 1,65 kg ( b1 + b2 ) . . = Rp.19. Pilecup cycloop : 1,50 kg ( b1 + b2 ) . . = Rp.

C. Cetakan beton Multipleks dan kayu kls. II ( membuat, membongkar dan menyiram ) C.1. Pembuatan cetakan Sloof

0.225 m3 balok kls. II @ Rp. 1,397,000.00 = Rp.0.225 m3 Papan kls. II @ Rp. 1,402,500.00 = Rp.3.000 kg Paku campuran @ Rp. 16,500.00 = Rp.1.000 ltr Minyak bekesting @ Rp. 15,000.00 = Rp.3.000 hr Tukang @ Rp. 45,650.00 = Rp.0.260 hr Kepala tukang @ Rp. 51,150.00 = Rp.3.000 hr Pekerja @ Rp. 42,900.00 = Rp.0.100 hr Mandor @ Rp. 42,900.00 = Rp.3.000 hr Pekerja Bongkar/siram @ Rp. 42,900.00 = Rp.

1. Multipleks 1 x pemakaian = Rp.2. Untuk pemakaian 2 kali = Rp.

C. Cetakan beton Multipleks dan kayu kls. II ( membuat, membongkar dan menyiram ) C.2. Pembuatan cetakan Kolom

3.500 lbr multipleks 9 mm @ Rp. 121,000.00 = Rp.0.275 m3 balok kls. II @ Rp. 1,397,000.00 = Rp.0.275 m3 Papan kls. II @ Rp. 1,402,500.00 = Rp.2.000 ltr Minyak bekesting @ Rp. 15,000.00 = Rp.2.000 btg Dolken penopang @ Rp. 12,500.00 = Rp.4.000 kg Paku campuran @ Rp. 16,500.00 = Rp.3.300 hr Tukang @ Rp. 45,650.00 = Rp.0.330 hr Kepala tukang @ Rp. 51,150.00 = Rp.3.000 hr Pekerja @ Rp. 42,900.00 = Rp.0.100 hr Mandor @ Rp. 53,900.00 = Rp.2.500 hr Bongkar/siram @ Rp. 42,900.00 = Rp.

1. Multipleks 1 x pemakaian = Rp.2. Untuk pemakaian 2 kali = Rp.

C. Cetakan beton Multipleks dan kayu kls. II ( membuat, membongkar dan menyiram ) C.3. Pembuatan cetakan Balok

3.500 lbr multipleks 9 mm @ Rp. 121,000.00 = Rp.0.290 m3 balok kls. II @ Rp. 1,397,000.00 = Rp.0.290 m3 Papan kls. II @ Rp. 1,402,500.00 = Rp.2.000 ltr Minyak bekesting @ Rp. 16,500.00 = Rp.6.000 btg Dolken penopang @ Rp. 12,500.00 = Rp.4.000 kg Paku campuran @ Rp. 16,500.00 = Rp.3.300 hr Tukang @ Rp. 45,650.00 = Rp.0.330 hr Kepala tukang @ Rp. 51,150.00 = Rp.3.200 hr Pekerja @ Rp. 42,900.00 = Rp.0.100 hr Mandor @ Rp. 53,900.00 = Rp.2.500 hr Bongkar/siram @ Rp. 42,900.00 = Rp.

1. Multipleks 1 x pemakaian = Rp.2. Untuk pemakaian 2 kali = Rp.

C. Cetakan beton Multipleks dan kayu kls. II ( membuat, membongkar dan menyiram ) C.4. Pembuatan cetakan Lantai

3.500 lbr multipleks 9 mm @ Rp. 121,000.00 = Rp.0.290 m3 balok kls. II @ Rp. 1,397,000.00 = Rp.0.290 m3 Papan kls. II @ Rp. 1,402,500.00 = Rp.2.000 ltr Minyak bekesting @ Rp. 16,500.00 = Rp.6.000 btg Dolken penopang @ Rp. 12,500.00 = Rp.4.000 kg Paku campuran @ Rp. 16,500.00 = Rp.3.300 hr Tukang @ Rp. 45,650.00 = Rp.0.330 hr Kepala tukang @ Rp. 51,150.00 = Rp.3.200 hr Pekerja @ Rp. 42,900.00 = Rp.0.100 hr Mandor @ Rp. 53,900.00 = Rp.4.000 hr Bongkar/siram @ Rp. 42,900.00 = Rp.

1. Multipleks 1 x pemakaian = Rp.2. Untuk pemakaian 2 kali = Rp.

C. Cetakan beton Multipleks dan kayu kls. II ( membuat, membongkar dan menyiram ) C.5. Pembuatan cetakan Dinding

3.500 lbr multipleks 9 mm @ Rp. 121,000.00 = Rp.0.250 m3 balok kls. II @ Rp. 1,397,000.00 = Rp.0.250 m3 Papan kls. II @ Rp. 1,402,500.00 = Rp.

2.000 ltr Minyak bekesting @ Rp. 16,500.00 = Rp.3.000 btg Dolken penopang @ Rp. 12,500.00 = Rp.4.000 kg Paku campuran @ Rp. 16,500.00 = Rp.3.300 hr Tukang @ Rp. 45,650.00 = Rp.0.330 hr Kepala tukang @ Rp. 51,150.00 = Rp.3.200 hr Pekerja @ Rp. 42,900.00 = Rp.0.100 hr Mandor @ Rp. 53,900.00 = Rp.4.000 hr Bongkar/siram @ Rp. 42,900.00 = Rp.

1. Multipleks 1 x pemakaian = Rp.2. Untuk pemakaian 2 kali = Rp.

D. Alat-alat bantu1. Molen, Vibrator = Rp.2. Pompa air, lift beton , dll = Rp.

= Rp.E. 1 M3 STEIGER WERK

12.000 btg dolken segon @ Rp. 10,000.00 = Rp.0.040 m3 papan @ Rp. 22,000.00 = Rp.0.400 kg paku @ Rp. 15,000.00 = Rp.0.200 hr pekerja @ Rp. 42,900.00 = Rp.0.070 hr mandor @ Rp. 53,900.00 = Rp.0.500 hr tukang kayu @ Rp. 45,650.00 = Rp.0.050 hr kep. tukang @ Rp. 51,150.00 = Rp.

= Rp.Pemakaian 2 kali = Rp.Pemakaian 3 kali = Rp.

F. HARGA BETON 1 M3 UNTUK LANTAI I ( keefisien 1,00 )Beton Kolom 50/50 : A1+A3+B3+C2+D . . = Rp.Beton Kolom 40/40 : A1+A3+B4+C2+D . . = Rp.Beton Kolom 40/40 : A1+A3+B5+C2+D . . = Rp.Beton Kolom 30/30 : A1+A3+B6+C2+D . . = Rp.Beton Kolom 20/40 : A1+A3+B7+C2+D . . = Rp.Beton praktis : A1+A2+B8+C2+D . . = Rp.Beton sloof 25/75 : A1+A2+B14+C1+D . . = Rp.Beton sloof 25/60 : A1+A2+B15+C1+D . . = Rp.Beton sloof 25/40 : A1+A2+B16+C1+D . . = Rp.Beton pondasi poor : A1+A2+B17+C1+D . . = Rp.Beton tangga plat & balok : A1+A2+B18+C2+D+E . . = Rp.Beton Pilecup cycloop : A1+A2+B19+C1+D . . = Rp.

PONDASI CYCLOOPBahan beton K 300, ( Komposisi 60 % ) (a1 +a3) 0.00 = Rp.Batu kosong ( Komposisi 40 % ) 40 % 9,000.00 = Rp.Besi beton 55 kg / m3 (b1 +b2) 0.00 = Rp.

= Rp.F. HARGA BETON 1 M3 UNTUK LANTAI II dan III ( dikali keefisien 1,09 )Beton Kolom 50/50 : A1+A3+B3+C2+D . . = Rp.Beton Kolom 40/40 : A1+A3+B4+C2+D . . = Rp.Beton Kolom 40/40 : A1+A3+B5+C2+D . . = Rp.Beton Kolom 30/30 : A1+A3+B6+C2+D . . = Rp.Beton Kolom 20/40 : A1+A3+B7+C2+D . . = Rp.Beton praktis : A1+A2+B8+C2+D . . = Rp.Beton Balok 30/70 : A1+A3+B9+C3+D+E . . = Rp.Beton Balok 30/40 : A1+A3+B10+C3+D+E . . = Rp.Beton Balok 15/40 : A1+A3+B11+C3+D+E . . = Rp.Beton Balok 30/70/80 : A1+A3+B9+C3+D+E . . = Rp.Beton Plat : A1+A3+B13+C4+D+E . . = Rp.Listplank : A1+A3+B14+C1+D+E . . = Rp.Beton tangga plat & balok : A1+A2+B15+C2+D+E . . = Rp.

F. HARGA BETON 1 M3 UNTUK LANTAI IV dan V ( dikali keefisien 1,12 )Beton Kolom 50/50 : A1+A3+B3+C2+D . . = Rp.Beton Kolom 40/40 : A1+A3+B4+C2+D . . = Rp.Beton Kolom 40/40 : A1+A3+B5+C2+D . . = Rp.Beton Kolom 30/30 : A1+A3+B6+C2+D . . = Rp.Beton Kolom 20/40 : A1+A3+B7+C2+D . . = Rp.Beton praktis : A1+A2+B8+C2+D . . = Rp.Beton Balok 30/70 : A1+A3+B9+C3+D+E . . = Rp.Beton Balok 30/40 : A1+A3+B10+C3+D+E . . = Rp.Beton Balok 15/40 : A1+A3+B11+C3+D+E . . = Rp.

Beton Balok 30/70/80 : A1+A3+B9+C3+D+E . . = Rp.Beton Plat : A1+A3+B13+C4+D+E . . = Rp.Listplank : A1+A3+B14+C1+D+E . . = Rp.Beton tangga plat & balok : A1+A2+B15+C2+D+E . . = Rp.

KEBUTUHAN BETON DAN BERAT BESI UNTUK MALLBeton Kolom 50/50 LT- I,II : 4.00 kg ( b1 + b2 ) . . = Rp.Beton Kolom 50/50, LT -III : 3.40 kg ( b1 + b2 ) . . = Rp.Beton Kolom 50/50, LT -IV : 2,60 kg ( b1 + b2 ) . . = Rp.Beton Kolom 50/50, LT -V : 2,01 kg ( b1 + b2 ) . . = Rp.Beton Kolom 60/60 Lt -I,II : 2,95 kg ( b1 + b2 ) . . = Rp.Beton Kolom 60/60 Lt -III : 2,30 kg ( b1 + b2 ) . . = Rp.Beton Kolom 60/60 Lt -IV : 1,90 kg ( b1 + b2 ) . . = Rp.Beton Kolom 60/60 Lt -V : 1,50 kg ( b1 + b2 ) . . = Rp.Beton Kolom 40/40, LT - I,II : 2,25 kg ( b1 + b2 ) . . = Rp.Beton Kolom 40/40, LT - III : 1,70 kg ( b1 + b2 ) . . = Rp.

Beton Kolom 40/40, LT - IV : 1,20 kg ( b1 + b2 ) . . = Rp.Beton Kolom 30/30 : 1.40 kg ( b1 + b2 ) . . = Rp.Beton Praktis : 1,10 kg ( b1 + b2 ) . . = Rp.Beton Balok B1 40/120 : 2.10 kg ( b1 + b2 ) . . = Rp.Beton Balok B2 40/100 : 1,60 kg ( b1 + b2 ) . . = Rp.Beton Balok B2 40/70 : 1,80 kg ( b1 + b2 ) . . = Rp.Beton Balok B3 30/50 : 1,90 kg ( b1 + b2 ) . . = Rp.Beton Plat : 1.40 kg ( b1 + b2 ) . . = Rp.Beton llist plank : 0,90 kg ( b1 + b2 ) . . = Rp.Beton sloof 30/70 : 2.95 kg ( b1 + b2 ) . . = Rp.Beton sloof 30/60 : 2,20 kg ( b1 + b2 ) . . = Rp.Beton sloof 20/40 : 1,25 kg ( b1 + b2 ) . . = Rp.Beton pondasi poor : 1,05 kg ( b1 + b2 ) . . = Rp.Beton tangga plat & balok : 1,65 kg ( b1 + b2 ) . . = Rp.

F. HARGA BETON 1 M3 UNTUK LANTAI I ( keefisien 1,00 )Beton Kolom 50/50 Lt - I,II : A1+A3+B3+C2+D . . = Rp.Beton Kolom 50/50 Lt - III : A1+A3+B3'+C2+D . . = Rp.Beton Kolom 50/50 Lt - IV : A1+A3+B3'+C2+D . . = Rp.Beton Kolom 50/50 Lt - V : A1+A3+B3'+C2+D . . = Rp.Beton Kolom 60/60 Lt - I,II : A1+A3+B4+C2+D . . = Rp.Beton Kolom 60/60 Lt - III : A1+A3+B4'+C2+D . . = Rp.Beton Kolom 60/60 Lt - IV : A1+A3+B4'+C2+D . . = Rp.Beton Kolom 60/60 Lt - V : A1+A3+B4'+C2+D . . = Rp.Beton Kolom 40/40 Lt - I,II : A1+A3+B5+C2+D . . = Rp.Beton Kolom 40/40 Lt - III : A1+A3+B5'+C2+D . . = Rp.Beton Kolom 40/40 Lt - IV : A1+A3+B5'+C2+D . . = Rp.Beton Kolom 30/30 : A1+A3+B6+C2+D . . = Rp.Beton praktis : A1+A2+B7+C2+D . . = Rp.Beton sloof 30/70 : A1+A2+B14+C1+D . . = Rp.Beton sloof 30/60 : A1+A2+B15+C1+D . . = Rp.Beton sloof 20/40 : A1+A2+B16+C1+D . . = Rp.Beton pondasi poor : A1+A2+B17+C1+D . . = Rp.Beton tangga plat & balok : A1+A2+B18+C2+D+E . . = Rp.

F. HARGA BETON 1 M3 UNTUK LANTAI II dan III ( dikali keefisien 1,09 )Beton Kolom 50/50 Lt - I,II : A1+A3+B3+C2+D . . = Rp.Beton Kolom 50/50 Lt - III : A1+A3+B3'+C2+D . . = Rp.Beton Kolom 50/50 Lt - IV : A1+A3+B3'+C2+D . . = Rp.Beton Kolom 50/50 Lt - V : A1+A3+B3'+C2+D . . = Rp.Beton Kolom 60/60 Lt - I,II : A1+A3+B4+C2+D . . = Rp.Beton Kolom 60/60 Lt - III : A1+A3+B4'+C2+D . . = Rp.Beton Kolom 60/60 Lt - IV : A1+A3+B4'+C2+D . . = Rp.Beton Kolom 60/60 Lt - V : A1+A3+B4'+C2+D . . = Rp.Beton Kolom 40/40 LT - I,II : A1+A3+B5+C2+D . . = Rp.Beton Kolom 40/40 LT - III : A1+A3+B5'+C2+D . . = Rp.Beton Kolom 40/40 LT - I,II : A1+A3+B5'+C2+D . . = Rp.Beton Kolom 30/30 : A1+A3+B6+C2+D . . = Rp.Beton praktis : A1+A2+B7+C2+D . . = Rp.Beton Balok 40/120 : A1+A3+B8+C3+D+E . . = Rp.Beton Balok 40/100 : A1+A3+B9+C3+D+E . . = Rp.Beton Balok 40/70 : A1+A3+B10+C3+D+E . . = Rp.Beton Balok 30/50 : A1+A3+B11+C3+D+E . . = Rp.Beton Plat : A1+A3+B12+C4+D+E . . = Rp.Listplank : A1+A3+B13+C1+D+E . . = Rp.Beton tangga plat & balok : A1+A2+B18+C2+D+E . . = Rp.

F. HARGA BETON 1 M3 UNTUK LANTAI IV dan V ( dikali keefisien 1,12 )Beton Kolom 50/50 Lt - I,II : A1+A3+B3+C2+D . . = Rp.Beton Kolom 50/50 Lt - III : A1+A3+B3'+C2+D . . = Rp.Beton Kolom 50/50 Lt - IV : A1+A3+B3'+C2+D . . = Rp.Beton Kolom 50/50 Lt - V : A1+A3+B3'+C2+D . . = Rp.Beton Kolom 60/60 Lt - I,II : A1+A3+B4+C2+D . . = Rp.Beton Kolom 60/60 Lt - III : A1+A3+B4'+C2+D . . = Rp.Beton Kolom 60/60 Lt - IV : A1+A3+B4'+C2+D . . = Rp.Beton Kolom 60/60 Lt - V : A1+A3+B4'+C2+D . . = Rp.Beton Kolom 40/40 Lt - I,II : A1+A3+B5+C2+D . . = Rp.Beton Kolom 40/40 Lt - III : A1+A3+B5'+C2+D . . = Rp.Beton Kolom 40/40 Lt - IV : A1+A3+B5'+C2+D . . = Rp.Beton Kolom 30/30 : A1+A3+B6+C2+D . . = Rp.Beton praktis : A1+A2+B7+C2+D . . = Rp.Beton Balok 40/120 : A1+A3+B8+C3+D+E . . = Rp.Beton Balok 40/100 : A1+A3+B9+C3+D+E . . = Rp.Beton Balok 40/70 : A1+A3+B10+C3+D+E . . = Rp.Beton Balok 30/50 : A1+A3+B11+C3+D+E . . = Rp.Beton Plat : A1+A3+B12+C4+D+E . . = Rp.Listplank : A1+A3+B13+C1+D+E . . = Rp.Beton tangga plat & balok : A1+A2+B18+C2+D+E . . = Rp.

17 1 M' KOSEN DAN JENDELA ALUMINIUM0.350 hr Tukang kayu @ Rp. 45,650.00 = Rp.0.035 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.500 hr Pekerja @ Rp. 42,900.00 = Rp.0.050 hr Mandor @ Rp. 53,900.00 = Rp.1.000 m' Karet, lem @ Rp. 7,500.00 = Rp.1.100 m3 Rangka Aluminium @ Rp. 75,000.00 = Rp.

kayu kls I = Rp.Untuk lantai II dan III dikali keefisiean 1,00 x 1,09 = Rp.

Untuk lantai IV dan V dikali keefisiean 1,00 x 1,12 = Rp.

18 1 M' KOSEN DAN JENDELA KAYU KLS I20.000 hr Tukang kayu @ Rp. 45,650.00 = Rp.

0.200 hr Kepala tukang @ Rp. 51,150.00 = Rp.6.000 hr Pekerja @ Rp. 42,900.00 = Rp.0.300 hr Mandor @ Rp. 53,900.00 = Rp.1.100 m3 Kayu kls I @ Rp. 2,827,000.00 = Rp.

kayu kls I = Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

19 1 M2 PINTU PANIL2.500 hr Tukang kayu @ Rp. 45,650.00 = Rp.0.250 hr Kepala tukang @ Rp. 51,150.00 = Rp.1.000 hr Pekerja @ Rp. 42,900.00 = Rp.0.050 hr Mandor @ Rp. 53,900.00 = Rp.0.040 m3 Papan bayam @ Rp. 2,832,500.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

20 1 M2 JENDELA BINGKAI KACA 5 MM2.000 hr Tukang kayu @ Rp. 45,650.00 = Rp.0.200 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.500 hr Pekerja @ Rp. 42,900.00 = Rp.0.040 hr Mandor @ Rp. 53,900.00 = Rp.0.880 m2 Kaca polos @ Rp. 116,600.00 = Rp.0.035 m' Papan Kayu kls I @ Rp. 2,832,500.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

21 1 M2 PINTU/JENDELA BINGKAI KACA ALUMINIUM0.750 hr Tukang kayu @ Rp. 45,650.00 = Rp.0.750 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.500 hr Pekerja @ Rp. 42,900.00 = Rp.0.100 hr Mandor @ Rp. 53,900.00 = Rp.0.880 m2 Kaca polos @ Rp. 116,600.00 = Rp.4.000 m' Karet, lem, woll @ Rp. 7,500.00 = Rp.4.000 m' Rangka Aluminium @ Rp. 75,000.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

= Rp.22 1 M2 JENDELA KACA MATI, 10 mm dan 12 mm

0.350 hr Tukang kayu @ Rp. 45,650.00 = Rp.0.035 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.035 hr Pekerja @ Rp. 42,900.00 = Rp.0.001 hr Mandor @ Rp. 53,900.00 = Rp.1.100 m2 Kaca polos @ Rp. 38,500.00 = Rp.4.000 m2 Lem, woll @ Rp. 1,250.00 = Rp.4.000 m2 Alat bantu @ Rp. 1,000.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

23 1 M2 GANTUNGAN / RANGKA PLAFOND METAL0.250 hr Tukang @ Rp. 45,650.00 = Rp.0.025 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.150 hr Pekerja @ Rp. 42,900.00 = Rp.0.075 hr Mandor @ Rp. 53,900.00 = Rp.3.750 m3 Rangka holo metal @ Rp. 10,000.00 = Rp.1.000 ls Penggantung, paku tembak @ Rp. 5,000.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

24 1 M2 GANTUNGAN / RANGKA PLAFOND KAYU KLS II0.250 hr Tukang kayu @ Rp. 45,650.00 = Rp.0.025 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.150 hr Pekerja @ Rp. 42,900.00 = Rp.0.075 hr Mandor @ Rp. 53,900.00 = Rp.0.012 m3 Rangka Kayu kls Ii @ Rp. 1,397,000.00 = Rp.0.100 kg Paku @ Rp. 16,500.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

26 10 M2 PEK. ACIAN0.100 zak Semen @ Rp. 1,402,500.00 = Rp.1.750 hr Tukang cat @ Rp. 45,650.00 = Rp.0.150 hr Pekerja @ Rp. 51,150.00 = Rp.0.175 hr Kepala tukang @ Rp. 42,900.00 = Rp.0.100 hr Mandor @ Rp. 53,900.00 = Rp.

10 m2 Acian tembok = Rp. 1 m2 Acian tembok = Rp.

Untuk Lantai II dan III dikali keefisien 1,09 = Rp.

Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

2 1 M2 PASANGAN PLAPON GYPSUM1.100 m2 Gypsum @ Rp. 0.00 = Rp.

18.000 bh Paku skrup @ Rp. 175.00 = Rp.0.075 kg Dempul gypsum @ Rp. 15,000.00 = Rp.0.070 hr Pekerja @ Rp. 42,900.00 = Rp.0.100 hr Tukang kayu @ Rp. 45,650.00 = Rp.0.010 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.003 hr Mandor @ Rp. 53,900.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

27 1 M2 PASANGAN LANTAI KERAMIK 20 x 201.100 m2 Keramik 20/20 @ Rp. 47,850.00 = Rp.0.228 zak Semen Pc @ Rp. 49,225.00 = Rp.0.042 m3 Pasir pasang @ Rp. 118,800.00 = Rp.0.030 zak Semen warna @ Rp. 114,125.00 = Rp.1.000 m2 Lem keramik @ Rp. 9,000.00 = Rp.0.620 Pekerja @ Rp. 42,900.00 = Rp.0.350 Tukang batu @ Rp. 45,650.00 = Rp.0.035 Kepala tukang @ Rp. 51,150.00 = Rp.0.030 Mandor @ Rp. 53,900.00 = Rp.

Keramik 20/20 = Rp.Untuk Lantai II dan III dikali keefisien 1,09 Keramik 20/20 = Rp.Untuk Lantai II dan III dikali keefisien 1,12 Keramik 20/20 = Rp.

28 1 M2 PASANGAN LANTAI KERAMIK 30 X 30, 40 x 401.100 m2 Keramik 30/30 @ Rp. 45,000.00 = Rp.1.100 m2 Keramik 40/40 @ Rp. 60,000.00 = Rp.0.228 zak Semen Pc @ Rp. 49,225.00 = Rp.0.042 m3 Pasir pasang @ Rp. 118,800.00 = Rp.0.030 zak Semen warna @ Rp. 114,125.00 = Rp.1.000 m2 Lem keramik @ Rp. 9,000.00 = Rp.0.620 Pekerja @ Rp. 42,900.00 = Rp.0.350 Tukang batu @ Rp. 45,650.00 = Rp.0.035 Kepala tukang @ Rp. 51,150.00 = Rp.0.030 Mandor @ Rp. 53,900.00 = Rp.

Keramik 20/20 = Rp.Keramik 40/40 = Rp.

Untuk Lantai II dan III dikali keefisien 1,09 Keramik 30/30 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 Keramik 40/40 = Rp.Untuk Lantai II dan III dikali keefisien 1,09 Keramik 30/30 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 Keramik 40/40 = Rp.

29 1 M2 PASANGAN LANTAI KERAMIK 50 x 501.100 m2 Keramik 30/30 @ Rp. 71,500.00 = Rp.0.228 zak Semen Pc @ Rp. 49,225.00 = Rp.0.042 m3 Pasir pasang @ Rp. 118,800.00 = Rp.0.030 zak Semen warna @ Rp. 114,125.00 = Rp.1.000 m2 Lem keramik @ Rp. 9,000.00 = Rp.0.620 Pekerja @ Rp. 42,900.00 = Rp.0.350 Tukang batu @ Rp. 45,650.00 = Rp.0.035 Kepala tukang @ Rp. 51,150.00 = Rp.0.030 Mandor @ Rp. 53,900.00 = Rp.

Keramik 50/50 = Rp.Untuk Lantai II dan III dikali keefisien 1,09 Keramik 50/50 = Rp.Untuk Lantai II dan III dikali keefisien 1,12 Keramik 50/50 = Rp.

30 1 M2 PASANGAN LANTAI GRANITO 30 x 301.100 Granit 30/30 @ Rp. 227,500.00 = Rp.0.200 zak Semen Pc @ Rp. 49,225.00 = Rp.0.022 m3 Pasir pasang @ Rp. 118,800.00 = Rp.0.030 zak Semen warna @ Rp. 114,125.00 = Rp.1.000 m2 Lem keramik @ Rp. 9,000.00 = Rp.0.260 Pekerja @ Rp. 42,900.00 = Rp.0.125 Tukang batu @ Rp. 45,650.00 = Rp.0.013 Kepala tukang @ Rp. 51,150.00 = Rp.0.013 Mandor @ Rp. 53,900.00 = Rp.

Granit 30/30 = Rp.Untuk Lantai II dan III dikali keefisien 1,09 Granit 30/30 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 Granit 30/30 = Rp.

31 1 M2 PASANGAN LANTAI GRANITO 40 x 401.100 Granit 40/40 @ Rp. 227,500.00 = Rp.0.196 zak Semen Pc @ Rp. 49,225.00 = Rp.0.022 m3 Pasir pasang @ Rp. 118,800.00 = Rp.0.026 zak Semen warna @ Rp. 114,125.00 = Rp.1.000 m2 Lem keramik @ Rp. 9,000.00 = Rp.0.250 Pekerja @ Rp. 42,900.00 = Rp.0.120 Tukang batu @ Rp. 45,650.00 = Rp.0.012 Kepala tukang @ Rp. 51,150.00 = Rp.0.013 Mandor @ Rp. 53,900.00 = Rp.

Granit 40/40 = Rp.Untuk Lantai II dan III dikali keefisien 1,09 Granit 40/40 = Rp.

Untuk Lantai IV dan V dikali keefisien 1,12 Granit 40/40 = Rp.

32 1 M2 PASANGAN DINDING KERAMIK 20 x 20, 20 x 251.100 Keramik 20/20 @ Rp. 47,850.00 = Rp.1.100 Keramik 20/25 @ Rp. 52,250.00 = Rp.0.186 zak Semen Pc @ Rp. 49,225.00 = Rp.0.018 m3 Pasir pasang @ Rp. 118,800.00 = Rp.0.030 zak Semen warna @ Rp. 114,125.00 = Rp.1.000 m2 Lem keramik @ Rp. 9,000.00 = Rp.0.600 Pekerja @ Rp. 42,900.00 = Rp.0.100 Tukang batu @ Rp. 45,650.00 = Rp.0.010 Kepala tukang @ Rp. 51,150.00 = Rp.0.030 Mandor @ Rp. 53,900.00 = Rp.

Keramik 20/20 = Rp.Keramik 20/25 = Rp.

Untuk Lantai II dan III dikali keefisien 1,09 Keramik 20/20 = Rp.Keramik 20/25 = Rp.

Untuk Lantai IV dan V dikali keefisien 1,12 Keramik 20/20 = Rp.Keramik 20/25 = Rp.

33 1 M' PASANGAN PLINT KERAMIK 1.100 m' Keramik 10/20, 10/30 @ Rp. 25,000.00 = Rp.0.040 zak Semen Pc @ Rp. 49,225.00 = Rp.0.003 m3 Pasir pasang @ Rp. 118,800.00 = Rp.0.100 zak Semen warna @ Rp. 114,125.00 = Rp.0.090 Pekerja @ Rp. 42,900.00 = Rp.0.090 Tukang batu @ Rp. 45,650.00 = Rp.0.009 Kepala tukang @ Rp. 51,150.00 = Rp.0.005 Mandor @ Rp. 53,900.00 = Rp.

Keramik 10/30 = Rp.Untuk Lantai II dan III dikali keefisien 1,09 Keramik 10/30 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 Keramik 10/30 = Rp.

34 1 M2 PENGECETAN PRECOAT/CAT DASAR TEMBOK DAN BETON0.091 Kg Precoat/cat dasar @ Rp. 52,800.00 = Rp.0.200 Pekerja @ Rp. 42,900.00 = Rp.0.063 Tukang kayu @ Rp. 45,650.00 = Rp.0.006 Kepala tukang @ Rp. 51,150.00 = Rp.0.003 Mandor @ Rp. 53,900.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

35 1 M2 PENGECETAN TEMBOK DAN BETON LUAR ( 1 lapis cat dasar 3 lapis cat penutup )0.100 Kg Plamir @ Rp. 25,000.00 = Rp.0.275 kg Cat tembok luar movilex @ Rp. 71,500.00 = Rp.0.030 Pekerja @ Rp. 42,900.00 = Rp.0.095 Tukang kayu @ Rp. 45,650.00 = Rp.0.010 Kepala tukang @ Rp. 51,150.00 = Rp.0.038 Mandor @ Rp. 53,900.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

36 1 M2 PENGECETAN TEMBOK DAN BETON DALAM ( 1 lapis cat dasar 3 lapis cat penutup )0.275 kg Cat tembok dalam movilex @ Rp. 67,100.00 = Rp.0.030 Pekerja @ Rp. 42,900.00 = Rp.0.095 Tukang kayu @ Rp. 45,650.00 = Rp.0.010 Kepala tukang @ Rp. 51,150.00 = Rp.0.038 Mandor @ Rp. 53,900.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

37 1 M2 PENGECETAN KAYU ( 1 lapis cat dasar, 3 lapis cat penutup )0.200 Kg Cat meni @ Rp. 35,000.00 = Rp.0.150 Kg Plamir @ Rp. 25,000.00 = Rp.0.170 Kg Cat dasar @ Rp. 45,000.00 = Rp.0.350 Kg Cat kayu @ Rp. 82,500.00 = Rp.0.070 Pekerja @ Rp. 42,900.00 = Rp.0.110 Tukang kayu @ Rp. 45,650.00 = Rp.0.011 Kepala tukang @ Rp. 51,150.00 = Rp.0.003 Mandor @ Rp. 53,900.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

38 1 M2 PENGECETAN PLAPON0.275 kg Cat tembok movilex @ Rp. 67,100.00 = Rp.0.075 kg Dempul gypsum @ Rp. 25,000.00 = Rp.0.030 Pekerja @ Rp. 42,900.00 = Rp.0.095 Tukang kayu @ Rp. 45,650.00 = Rp.

0.010 Kepala tukang @ Rp. 51,150.00 = Rp.0.038 Mandor @ Rp. 53,900.00 = Rp.

= Rp.Untuk Lantai II dan III dikali keefisien 1,09 = Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

39 1 KG KUDA KUDA DAN GORDING BAJA1.100 kg Baja dan gording profil @ Rp. 25,000.00 = Rp.0.150 kg Plat simpul dan buhul @ Rp. 25,000.00 = Rp.0.075 kg Cat sincromate @ Rp. 35,000.00 = Rp.0.050 kg Alat potong @ Rp. 35,000.00 = Rp.0.060 Pekerja @ Rp. 42,900.00 = Rp.0.060 Tukang kayu @ Rp. 45,650.00 = Rp.0.006 Kepala tukang @ Rp. 51,150.00 = Rp.0.003 Mandor @ Rp. 53,900.00 = Rp.

Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

40 1 M3 GORDING KAYU KELAS I12.000 hr Tukang kayu @ Rp. 45,650.00 = Rp.

1.200 hr Kepala tukang @ Rp. 51,150.00 = Rp.4.000 hr Pekerja @ Rp. 42,900.00 = Rp.0.200 hr Mandor @ Rp. 53,900.00 = Rp.

15.000 kg Besi beugel, streep @ Rp. 25,000.00 = Rp.1.100 kg Balok kayu kelas I @ Rp. 22,000.00 = Rp.

41 1M2 PENGATAPAN ATAP SPANDEK0.075 hr Tukang @ Rp. 45,650.00 = Rp.0.008 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.150 hr Pekerja @ Rp. 42,900.00 = Rp.0.006 hr Mandor @ Rp. 53,900.00 = Rp.9.000 bh Paku/baut kait @ Rp. 1,750.00 = Rp.9.000 m' Karet @ Rp. 150.00 = Rp.1.100 m2 Atap spandek tebal 0,5 mm @ Rp. 85,000.00 = Rp.

= Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

42 1M2 PENGATAPAN NOK ATAP SPANDEK0.100 hr Tukang @ Rp. 45,650.00 = Rp.0.010 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.100 hr Pekerja @ Rp. 42,900.00 = Rp.0.010 hr Mandor @ Rp. 53,900.00 = Rp.8.000 bh Paku/baut kait @ Rp. 1,750.00 = Rp.8.000 m' Karet @ Rp. 150.00 = Rp.1.200 m2 Nok lebar 40 cm @ Rp. 15,000.00 = Rp.

= Rp.Untuk Lantai IV dan V dikali keefisien 1,12 = Rp.

43 1M2 PENGATAPAN ATAP KERAMIK GLAZUR0.100 hr Tukang @ Rp. 45,650.00 = Rp.0.010 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.200 hr Pekerja @ Rp. 42,900.00 = Rp.0.006 hr Mandor @ Rp. 53,900.00 = Rp.

16.000 bh Paku/baut kait @ Rp. 500.00 = Rp.16.000 BH Genteng glazur @ Rp. 6,500.00 = Rp.

= Rp.

44 1M2 PENGATAPAN NOK ATAP GENTENG 0.100 hr Tukang @ Rp. 45,650.00 = Rp.0.010 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.100 hr Pekerja @ Rp. 42,900.00 = Rp.0.010 hr Mandor @ Rp. 53,900.00 = Rp.0.220 zak Semen Pc @ Rp. 1,402,500.00 = Rp.0.032 m3 Pasir pasang @ Rp. 114,125.00 = Rp.0.020 zak Semen warna @ Rp. 16,500.00 = Rp.8.000 bh Paku/baut kait @ Rp. 1,750.00 = Rp.5.000 m2 Nok lebar 40 cm @ Rp. 7,500.00 = Rp.

= Rp.

45 1 M2 RANGKA ATAP ( KASO + RENG ) KAYU KELAS I0.100 hr Tukang kayu @ Rp. 45,650.00 = Rp.0.010 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.100 hr Pekerja @ Rp. 42,900.00 = Rp.0.005 hr Mandor @ Rp. 53,900.00 = Rp.0.150 kg Paku @ Rp. 20,000.00 = Rp.0.016 kg Balok kayu kelas I @ Rp. 22,000.00 = Rp.

46 1 M2 LISTPLANK PAPAN KAYU KLS I0.220 hr Tukang kayu @ Rp. 45,650.00 = Rp.0.022 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.100 hr Pekerja @ Rp. 42,900.00 = Rp.0.005 hr Mandor @ Rp. 53,900.00 = Rp.0.022 m3 Kayu kelas I @ Rp. 7,425.00 = Rp.0.050 kg Paku @ Rp. 22,500.00 = Rp.

= Rp.

47 1 M2 PERKERASAN SIRTU SARING ( SUB BASE TYPE B, 20 CM )0.240 m3 Sirtu saring @ Rp. 97,900.00 = Rp.0.120 m3 Split batu pecah @ Rp. 118,800.00 = Rp.0.200 hr Pekerja @ Rp. 42,900.00 = Rp.0.150 Tukang @ Rp. 45,650.00 = Rp.0.055 Jam Alat berat @ Rp. 300,000.00 = Rp.

= Rp.

48 1 M2 PERKERASAN SIRTU SARING ( BASE COURSE TYPE A, 30 CM )0.360 m3 Sirtu saring @ Rp. 97,900.00 = Rp.0.180 m3 Split batu pecah @ Rp. 149,600.00 = Rp.0.200 hr Pekerja @ Rp. 0.00 = Rp.0.125 hr Tukang @ Rp. 45,650.00 = Rp.0.055 hr Alat berat @ Rp. 300,000.00 = Rp.

= Rp.

49 1 M2 PEMASANGAN PAVING BLOK TEBAL 8 CM 1.100 m2 Paving blok k 225 @ Rp. 45,000.00 = Rp.8.000 BH Paving pengunci @ Rp. 1,500.00 = Rp.1.100 m2 Biaya pasang @ Rp. 7,500.00 = Rp.1.100 m2 Biaya Pemadatan @ Rp. 1,500.00 = Rp.

50 1M2 PENGATAPAN ATAP SENG0.200 hr Tukang kayu @ Rp. 45,650.00 = Rp.0.020 hr Kepala tukang @ Rp. 51,150.00 = Rp.0.200 hr Pekerja @ Rp. 42,900.00 = Rp.0.100 hr Mandor @ Rp. 53,900.00 = Rp.9.000 bh Paku/baut kait @ Rp. 1,750.00 = Rp.9.000 m' Karet @ Rp. 150.00 = Rp.1.100 m2 Atap spandek tebal 0,5 mm @ Rp. 75,000.00 = Rp.

= Rp.

51 10 M3 MENGGALI ( CUTT ) DENGAN ALAT0.325 jam Excavator @ Rp. 275,000.00 = Rp.0.035 jam Buldozer @ Rp. 297,000.00 = Rp.0.150 hr Pekerja @ Rp. 0.00 = Rp.0.050 kg Mandor @ Rp. 0.00 = Rp.

= Rp.Untuk 1 m3 = Rp.

52 10 M3 MENIMBUN ( FILL ) DENGAN ALAT1.100 m3 Tanah Timbunan @ Rp. 825.00 = Rp.0.035 jam Buldozer @ Rp. 297,000.00 = Rp.0.300 jam Dumptruk @ Rp. 75,000.00 = Rp.0.050 hr Pekerja @ Rp. 30,000.00 = Rp.0.050 kg Mandor @ Rp. 0.00 = Rp.0.035 jam Pemadatan vibroroller @ Rp. 225,000.00 = Rp.

= Rp.Untuk 1 m3 = Rp.

DAFTAR ANALISA DAN BAHAN

0.00 0.00 0.00

42,000.00 250.00

0.00 0.00

22,500.00 #REF!#REF!#REF!#REF!#REF!

0.00 1,056.00

110.00 #REF!#REF!#REF!#REF!#REF!

#REF!#REF!#REF! ok

#REF!#REF!#REF!

0.00 #REF!#REF!#REF! ok

822,000.00 #REF!#REF!#REF! ok

158,400.00 9,000.00

#REF!#REF!#REF!#REF!#REF!

0.00 0.00

64,152.00 #REF!#REF!#REF!#REF!#REF! ok

61,875.00 18,656.28

4,514.40 4,565.00

13,728.00 808.50 511.50

104,658.68 114,077.96 117,217.72

0.00 0.00

1,500.00 #REF!#REF!#REF!#REF!#REF! ok#REF!#REF!

8,387.94 2,031.48 6,847.50

767.25 8,580.00

539.00 27,153.17 29,596.96 30,411.55

6,399.25 2,304.72 6,847.50

767.25 8,580.00

539.00 25,437.72 27,727.11 28,490.25

0.00 660.00

#REF!#REF!#REF!#REF!#REF! ok#REF!#REF!

13,600.00 22,385.07

5,227.20 7,532.25

843.98 32,175.00

1,940.40 83,703.89 41,851.95

118,320.00 214,621.00

61,776.00 11,412.50

1,278.75 70,785.00

4,312.00 482,505.25

69,536.00 61,336.00

475,200.00 393,800.00 999,872.00

130,152.00 64,152.00

255,970.00 450,274.00

70,785.00 4,312.00

11,412.50 1,278.75

87,788.25 1,087,660.25

990,000.00 44,000.00

1,034,000.00

35,150.50 33,033.00

1,778.70 3,938.55

73,900.75 1,107,900.75

0.00 5,247,390.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

314,325.00 315,562.50

49,500.00 15,000.00

136,950.00 13,299.00

128,700.00 4,290.00

128,700.00 790,764.00 395,382.00

423,500.00 384,175.00 385,687.50

30,000.00 25,000.00 66,000.00

150,645.00 16,879.50

128,700.00 5,390.00

107,250.00 1,337,539.50

668,769.75

423,500.00 405,130.00 406,725.00

33,000.00 75,000.00 66,000.00

150,645.00 16,879.50

137,280.00 5,390.00

107,250.00 1,420,074.50

710,037.25

423,500.00 405,130.00 406,725.00

33,000.00 75,000.00 66,000.00

150,645.00 16,879.50

137,280.00 5,390.00

171,600.00 1,484,424.50

742,212.25

423,500.00 349,250.00 350,625.00

33,000.00 37,500.00 66,000.00

150,645.00 16,879.50

137,280.00 5,390.00

171,600.00 1,391,044.50

695,522.25

35,000.00 50,000.00 85,000.00

120,000.00 880.00

6,000.00 8,580.00 3,773.00

22,825.00 2,557.50

164,615.50 82,307.75 54,871.83

716,174.75 716,174.75 716,174.75 716,174.75 716,174.75 716,174.75 708,821.25 708,821.25 708,821.25 708,821.25 716,174.75 708,821.25

0.00 3,600.00

0.00 3,600.00

780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48

802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72

802,115.72 802,115.72 802,115.72 802,115.72

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

716,174.75 716,174.75 716,174.75 716,174.75 716,174.75 716,174.75 716,174.75 716,174.75 716,174.75 716,174.75 716,174.75 716,174.75 716,174.75 708,821.25 708,821.25 708,821.25 708,821.25 708,821.25

780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48 780,630.48

802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72 802,115.72

15,977.50 1,790.25

21,450.00 2,695.00 7,500.00

82,500.00 131,912.75 143,784.90

147,742.28

913,000.00 10,230.00

257,400.00 16,170.00

3,109,700.00 4,306,500.00 4,694,085.00 4,823,280.00

114,125.00 12,787.50 42,900.00

2,695.00 113,300.00 285,807.50 311,530.18 340,110.93

91,300.00 10,230.00 21,450.00

2,156.00 102,608.00

99,137.50 326,881.50 356,300.84 366,107.28

34,237.50 38,362.50 21,450.00

5,390.00 102,608.00

30,000.00 300,000.00 532,048.00 579,932.32 595,893.76

15,977.50 1,790.25 1,501.50

67.38 42,350.00

5,000.00 4,000.00

70,686.63 77,048.42 79,169.02

11,412.50 1,278.75 6,435.00 4,042.50

37,500.00 5,000.00

65,668.75 71,578.94 73,549.00

11,412.50 1,278.75 6,435.00 4,042.50

16,764.00 1,650.00

41,582.75 45,325.20 46,572.68

140,250.00 79,887.50

7,672.50 7,507.50 5,390.00

240,707.50 24,070.75 26,237.12

26,959.24

0.00 3,150.00 1,125.00 3,003.00 4,565.00

511.50 161.70

12,516.20 13,642.66 14,018.14

52,635.00 11,203.61

4,989.60 3,423.75 9,000.00

26,598.00 15,977.50

1,790.25 1,617.00

107,617.75 117,303.35 120,531.88

49,500.00 66,000.00 11,203.61

4,989.60 3,423.75 9,000.00

26,598.00 15,977.50

1,790.25 1,617.00

124,099.71 ok140,599.71 ok135,268.68 138,991.68 153,253.68 157,471.68

78,650.00 11,203.61

4,989.60 3,423.75 9,000.00

26,598.00 15,977.50

1,790.25 1,617.00

133,632.75 145,659.70 149,668.68

250,250.00 9,845.00 2,554.20 3,423.75 9,000.00

11,154.00 5,706.25

639.38 673.75

293,246.33 319,638.49 328,435.88

250,250.00 9,648.10 2,554.20 2,967.25 9,000.00

10,725.00 5,478.00

613.80 673.75

291,910.10 318,182.01

326,939.31

52,635.00 57,475.00

9,155.85 2,138.40 3,423.75 9,000.00

25,740.00 4,565.00

511.50 1,617.00

108,786.50 113,626.50 118,577.29 123,852.89 121,840.88 127,261.68

27,500.00 1,969.00

380.16 11,412.50

3,861.00 4,108.50

460.35 242.55

49,934.06 54,428.13 55,926.15

4,800.00 8,580.00 2,875.95

322.25 134.75

16,712.95 18,217.11 18,217.11

2,500.00 19,662.50

1,287.00 4,336.75

485.93 2,048.20

30,320.37 33,049.21 33,958.82

18,452.50 1,287.00 4,336.75

485.93 2,048.20

26,610.37 29,005.31 29,803.62

7,000.00 3,750.00 7,650.00

28,875.00 3,003.00 5,021.50

562.65 134.75

55,996.90 61,036.62 62,716.53

18,452.50 1,875.00 1,287.00 4,336.75

485.93 2,048.20

28,485.38 31,049.06 31,903.62

27,500.00 3,750.00 2,625.00 1,750.00 2,574.00 2,739.00

306.90 161.70

41,406.60 46,375.39

547,800.00 61,380.00

171,600.00 10,780.00

375,000.00 24,200.00

1,190,760.00

3,423.75 383.63

6,435.00 323.40

15,750.00 1,350.00

93,500.00 121,165.78 135,705.67

4,565.00 511.50

4,290.00 539.00

14,000.00 1,200.00

18,000.00 43,105.50 48,278.16

4,565.00 511.50

8,580.00 323.40

8,000.00 104,000.00 125,979.90

4,565.00 511.50

4,290.00 539.00

308,550.00 3,652.00

330.00 14,000.00 37,500.00

373,937.50

4,565.00 511.50

4,290.00 269.50

3,000.00 352.00

12,988.00

10,043.00 1,125.30 4,290.00

269.50 163.35

1,125.00 17,016.15

23,496.00 14,256.00

8,580.00 6,847.50

16,500.00 69,679.50

35,244.00 26,928.00

0.00 5,706.25

16,500.00 84,378.25

49,500.00 12,000.00

8,250.00 1,650.00

71,400.00

9,130.00 1,023.00 8,580.00 5,390.00

15,750.00 1,350.00

82,500.00 123,723.00

89,375.00 10,395.00

0.00 0.00

99,770.00 9,977.00

9,075.00 10,395.00 22,500.00

1,500.00 0.00

7,875.00 51,345.00

5,134.50

1. 1 M' KOSEN DAN JENDELA ALUMINIUM

0.350 hr Tukang @ Rp. 50,000.00 = Rp. 17,500.00

0.035 hr Kepala tukang @ Rp. 55,000.00 = Rp. 1,925.00

0.500 hr Pekerja @ Rp. 35,000.00 = Rp. 17,500.00

0.050 hr Mandor @ Rp. 40,000.00 = Rp. 2,000.00

1.000 ls Karet, lem @ Rp. 7,500.00 = Rp. 7,500.00

4.000 m' Alumunium Fooder Coating 4 " @ Rp. 33,000.00 = Rp. 132,000.00

= Rp. 178,425.00

Untuk lantai II dan III dikali keefisiean 1,00 x 1,09 = Rp. 194,483.25

Untuk lantai IV dan V dikali keefisiean 1,00 x 1,12 = Rp. 199,836.00

2. 1 M2 PINTU/JENDELA BINGKAI KACA ALUMINIUM

0.750 hr Tukang @ Rp. 50,000.00 = Rp. 37,500.00

0.075 hr Kepala tukang @ Rp. 55,000.00 = Rp. 4,125.00

0.500 hr Pekerja @ Rp. 35,000.00 = Rp. 17,500.00

0.050 hr Mandor @ Rp. 40,000.00 = Rp. 2,000.00

1.100 Kaca polos @ Rp. 90,000.00 = Rp. 99,000.00

1.000 ls Karet, lem, woll @ Rp. 7,500.00 = Rp. 7,500.00

4.000 m' Alumunium Fooder Coating 4 " @ Rp. 80,000.00 = Rp. 320,000.00

= Rp. 487,625.00

3. 1 M2 JENDELA KACA MATI 5 mm

0.350 hr Tukang @ Rp. 50,000.00 = Rp. 17,500.00

0.035 hr Kepala tukang @ Rp. 55,000.00 = Rp. 1,925.00

0.035 hr Pekerja @ Rp. 35,000.00 = Rp. 1,225.00

0.001 hr Mandor @ Rp. 40,000.00 = Rp. 50.00

1.100 m2 Kaca polos 5 mm @ Rp. 90,000.00 = Rp. 99,000.00

1.000 ls Lem, woll @ Rp. 2,500.00 = Rp. 2,500.00

= Rp. 122,200.00

m2

1 M2 TRALIS JENDELA

Bahan

4.100 m' Besi Siku @ Rp. 12,500.00 = Rp. 51,250.00

4.100 m' Besi Hollow @ Rp. 17,500.00 = Rp. 71,750.00

1.000 ls Alat Bantu (Las, Gurinda, dll) @ Rp. 50,000.00 = Rp. 50,000.00

Jumlah Bahan = Rp. 173,000.00

Upah

0.750 hr Tukang @ Rp. 50,000.00 = Rp. 37,500.00

0.075 hr Kepala tukang @ Rp. 55,000.00 = Rp. 4,125.00

0.500 hr Pekerja @ Rp. 35,000.00 = Rp. 17,500.00

0.005 hr Mandor @ Rp. 60,000.00 = Rp. 300.00

Jumlah Upah = Rp. 59,425.00

1 M2 TRALIS JENDELA Rp. 232,425.00