bayu (2) estiminasi

D A F T A R A N A L I S A

A. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN1 1M Pagar Sementara dari Kayu Setinggi 2 Meter

Bahan :

1.250 Btg Dolken Kayu 0 8-10/400 Cm @ Rp. 17,600.00 = Rp. 22,000.00

0.050 Zak Semen Portland @ Rp. 43,155.00 = Rp. 2,157.75

0.005 Pasir Beton @ Rp. 165,000.00 = Rp. 825.00

0.009 Koral Beton @ Rp. 137,500.00 = Rp. 1,237.50

0.072 Kayu 5/7 @ Rp. 880,000.00 = Rp. 63,360.00

0.060 Kg Paku Biasa 2 " - 5 " @ Rp. 7,700.00 = Rp. 462.00

0.400 Lt Residu @ Rp. = Rp. 0.00 = Rp.

Upah :

0.200 Oh Tukang Kayu @ Rp. 28,500.00 = Rp. 5,700.00

0.400 Oh Pekerja @ Rp. 24,000.00 = Rp. 9,600.00

0.020 Oh Kepala Tukang @ Rp. 28,000.00 = Rp. 560.00

0.020 Oh Mandor @ Rp. 30,000.00 = Rp. 600.00 = Rp.

= Rp.

2 1M Pagar Sementara dari Seng Golombang Tinggi 2 Meter

Bahan :



1.200 Lbr Seng Gelombang 3 " - 5 " @ Rp. 31,000.00 = Rp. 37,200.00

0.005 Pasir Beton @ Rp. 165,000.00 = Rp. 825.00

0.009 Koral Beton @ Rp. 137,500.00 = Rp. 1,237.50

0.072 Kayu 5/7 @ Rp. 880,000.00 = Rp. 63,360.00


0.450 Kg Meni besi @ Rp. 12,650.00 = Rp. 5,692.50 = Rp.

Upah :


0.400 Oh Pekerja @ Rp. 24,000.00 = Rp. 9,600.00


0.020 Oh Mandor @ Rp. 30,000.00 = Rp. 600.00 = Rp.

= Rp.

3 1M Pagar Sementara dari Kawat Duri Tinggi 1,8 Meter

Bahan :



25.000 Kg Kawat Duri @ Rp. 50,000.00 = Rp. 1,250,000.00

0.005 Pasir Beton @ Rp. 165,000.00 = Rp. 825.00

0.009 Koral Beton @ Rp. 137,500.00 = Rp. 1,237.50

0.060 Kg Paku Biasa 2 " - 5 " @ Rp. 7,700.00 = Rp. 462.00 = Rp.

Upah :


0.300 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,200.00


0.020 Oh Mandor @ Rp. 30,000.00 = Rp. 600.00 = Rp.

= Rp.

4 Pengukuran dan Pemasangan Bouplank

Bahan :

0.012 Kayu 5/7 @ Rp. 880,000.00 = Rp. 10,560.00

0.020 Kg Paku Biasa 2" - 5 " @ Rp. 7,700.00 = Rp. 154.00

0.007 Kayu Papan 3/20 @ Rp. 990,000.00 = Rp. 6,930.00 = Rp.

Jumlah I Rp. 17,644.00

Upah :


0.100 Oh Pekerja @ Rp. 24,000.00 = Rp. 2,400.00


0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00 = Rp.

= Rp.

5

Bahan :

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

1 M2 Pembuatan Kantor Sementara, dengan Lantai Plesteran


0.180 Kayu @ Rp. 880,000.00 = Rp. 158,400.00

0.850 Kayu Biasa @ Rp. 880,000.00 = Rp. 748,000.00

1.100 Kg Besi Strip @ Rp. 20,000.00 = Rp. 22,000.00


0.150 Pasir Pasang @ Rp. 145,000.00 = Rp. 21,750.00

0.100 Pasir Beton @ Rp. 165,000.00 = Rp. 16,500.00

0.150 Koral Beton @ Rp. 137,500.00 = Rp. 20,625.00

30.000 Bh Bata Merah @ Rp. 900.00 = Rp. 27,000.00

0.250 Lbr Seng Plat @ Rp. 25,000.00 = Rp. 6,250.00

2.000 Bh Jendela Nako @ Rp. 27,500.00 = Rp. 55,000.00

0.080 Kaca Polos @ Rp. 22,000.00 = Rp. 1,760.00

0.150 Bh Kunci Tanam @ Rp. 50,550.00 = Rp. 7,582.50

0.060 Lbr Plywood 4 mm @ Rp. 70,000.00 = Rp. 4,200.00 = Rp.

Upah :

2.000 Oh Tukang Kayu setengah Terampil @ Rp. 28,500.00 = Rp. 57,000.00

1.000 Oh Tukang Batu setengah terampil @ Rp. 28,000.00 = Rp. 28,000.00

2.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 48,000.00

0.300 Oh Kepala Tukang @ Rp. 28,000.00 = Rp. 8,400.00

0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00 = Rp.

= Rp.

6

Bahan :


0.210 Kayu @ Rp. 880,000.00 = Rp. 184,800.00

0.300 Kg Paku Biasa @ Rp. 9,100.00 = Rp. 2,730.00


0.030 Pasir Beton @ Rp. 165,000.00 = Rp. 4,950.00

0.050 Koral Beton @ Rp. 137,500.00 = Rp. 6,875.00

1.500 Lbr Seng Gelombang Bjls 32 @ Rp. 35,000.00 = Rp. 52,500.00 = Rp.

Upah :


1.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 24,000.00


0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00 = Rp.

= Rp.

7

Bahan :


0.276 Kayu @ Rp. 880,000.00 = Rp. 242,880.00


1.500 Lbr Seng Gelombang Bjls 32 @ Rp. 35,000.00 = Rp. 52,500.00 = Rp.

Upah :


1.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 24,000.00


0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00 = Rp.

= Rp.

8

Upah :

1.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 24,000.00

0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00 = Rp.

= Rp.

9

Bahan :


0.186 Kayu @ Rp. 880,000.00 = Rp. 163,680.00



0.030 Pasir Beton @ Rp. 165,000.00 = Rp. 4,950.00

0.050 Koral Beton @ Rp. 137,500.00 = Rp. 6,875.00

1.500 Lbr Seng Gelombang Bjls 32 @ Rp. 31,000.00 = Rp. 46,500.00

1.350 Lbr Plywood @ Rp. 70,000.00 = Rp. 94,500.00 = Rp.

M3

M3

M3

M3

M3

M2

1 M2 Pembuatan Gudang Semen dan alat - alat

M3

M3

M3

1 M2 Pembuatan Rumah Jaga / Konstruksi Kayu

M3

1 M2 Membersihkan Lapangan dan Peralatan

1 M2 Pembuatan Bedeng Buruh

M3

M3

M3

Upah :


1.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 24,000.00


0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00 = Rp.

= Rp.

10

Bahan :

0.036 Kayu Terentang @ Rp. 715,000.00 = Rp. 25,740.00

0.080 Kg Paku Biasa @ Rp. 9,100.00 = Rp. 728.00

1.000 Btg Kaso 5/7 @ Rp. 17,600.00 = Rp. 17,600.00 = Rp.

Upah :


0.0015 Oh Mandor @ Rp. 30,000.00 = Rp. 45.00 = Rp.

= Rp.

11

Bahan :

1.000 Btg Bambu 0 6 -10/600 Cm @ Rp. 8,250.00 = Rp. 8,250.00

0.250 Kg Tali Ijuk @ Rp. 27,500.00 = Rp. 6,875.00 = Rp.

Upah :

0.017 Oh Tukang Kayu @ Rp. 28,500.00 = Rp. 484.50

0.002 Oh Pekerja @ Rp. 24,000.00 = Rp. 48.00


0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00 = Rp.

= Rp.

12

Bahan :

0.150 Batu Belah 15/20 @ Rp. 95,000.00 = Rp. 14,250.00

0.090 Batu Pecah 5/7 @ Rp. 110,000.00 = Rp. 9,900.00

0.010 Pasir Pasang @ Rp. 145,000.00 = Rp. 1,450.00 = Rp.

Upah :

1.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 24,000.00

0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00 = Rp.

= Rp.

13

Upah :

6.667 Oh Pekerja @ Rp. 24,000.00 = Rp. 160,008.00

0.333 Oh Mandor @ Rp. 30,000.00 = Rp. 9,990.00 = Rp.

= Rp.

14

Upah :

6.667 Oh Pekerja @ Rp. 24,000.00 = Rp. 160,008.00

0.033 Oh Mandor @ Rp. 30,000.00 = Rp. 990.00 = Rp.

= Rp.

15 1 M Pagar Kawat Jaring Galvanis, Tinggi 1.00 Meter

Bahan :

0.434 Lbr Pagar Kawat Jaring @ Rp. 15,000.00 = Rp. 6,510.00 = Rp.

Upah :

0.042 Oh Pekerja @ Rp. 24,000.00 = Rp. 1,008.00


0.042 Oh Tukang @ Rp. 28,000.00 = Rp. 1,176.00

0.002 Oh Mandor @ Rp. 30,000.00 = Rp. 60.00 = Rp.

= Rp.

16 1 M Pagar Beton Pracetak (5x50x213) Cm

Bahan :

0.986 Lbr Panel Beton Pracetak @ Rp. 715,000.00 = Rp. 704,990.00

0.525 Btg Kolom Beton Pracetak @ Rp. 17,600.00 = Rp. 9,240.00

0.074 Pasir Beton @ Rp. 165,000.00 = Rp. 12,210.00

0.146 Koral 2/3 @ Rp. 137,500.00 = Rp. 20,075.00

45.000 Kg Semen Abu - abu @ Rp. 3,200.00 = Rp. 144,000.00 = Rp.

Upah :

0.125 Oh Tukang Batu @ Rp. 28,000.00 = Rp. 3,500.00

0.375 Oh Pekerja @ Rp. 24,000.00 = Rp. 9,000.00

1 M2 Pembuatan Bak Adukan Ukuran (40x50x20) Cm

M3

1 M2 Pembuatan Stegger dari Bambu, Ukuran (40x50x20) Cm

1 M2 Pembuatan Jalan Sementara

M3

M3

M3

1 M3 Bongkaran Beton Bertulang

1 M3 Bongkaran Dinding Tembok Bata Merah

M3

M3


0.019 Oh Mandor @ Rp. 30,000.00 = Rp. 570.00 = Rp.

= Rp.

B. PEKERJAAN TANAH

1

Upah :

0.400 Oh Pekerja @ Rp. 24,000.00 = Rp. 9,600.00

0.040 Oh Mandor @ Rp. 30,000.00 = Rp. 1,200.00 = Rp.

= Rp.

2

Upah :

0.526 Oh Pekerja @ Rp. 24,000.00 = Rp. 12,624.00

0.052 Oh Mandor @ Rp. 30,000.00 = Rp. 1,560.00 = Rp.

= Rp.

3 1 m³ Galian Tanah Biasa sedalam 3 Meter

Upah :

0.735 Oh Pekerja @ Rp. 24,000.00 = Rp. 17,640.00

0.073 Oh Mandor @ Rp. 30,000.00 = Rp. 2,190.00 = Rp.

= Rp.

4 1 m³ Galian Tanah Keras sedalam 1 Meter

Upah :

0.625 Oh Pekerja @ Rp. 24,000.00 = Rp. 15,000.00

0.062 Oh Mandor @ Rp. 30,000.00 = Rp. 1,860.00 = Rp.

= Rp.

5 1 m³ Galian Tanah Cadas sedalam 1 Meter

Upah :

1.250 Oh Pekerja @ Rp. 24,000.00 = Rp. 30,000.00

0.125 Oh Mandor @ Rp. 30,000.00 = Rp. 3,750.00 = Rp.

= Rp.

6 1 m³ Galian Tanah Lumpur sedalam 1 Meter

Upah :

0.823 Oh Pekerja @ Rp. 24,000.00 = Rp. 19,752.00

0.083 Oh Mandor @ Rp. 30,000.00 = Rp. 2,490.00 = Rp.

= Rp.

7

Upah :

0.050 Oh Pekerja @ Rp. 24,000.00 = Rp. 1,200.00

0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00 = Rp.

= Rp.

8

Upah :

0.516 Oh Pekerja @ Rp. 24,000.00 = Rp. 12,384.00

0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00 = Rp.

= Rp.

9

Upah :

0.192 Oh Pekerja @ Rp. 24,000.00 = Rp. 4,608.00

0.019 Oh Mandor @ Rp. 30,000.00 = Rp. 570.00 = Rp.

= Rp.

10

Upah :

0.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 12,000.00

0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00 = Rp.

= Rp.

11

Bahan :

1.200 Pasir Urug @ Rp. 130,000.00 = Rp. 156,000.00 = Rp.

Upah :

0.300 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,200.00

0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00 = Rp.

= Rp.

12

Bahan :

1 m³ Galian Tanah Biasa sedalam 1 Meter

1 m³ Galian Tanah Biasa sedalam 2 Meter

1 m² Pekerjaan Stripping Setinggi 1 Meter

1 M3 Pembuangan Tanah Sejauh 150 Meter

1 M3 Urugan Kembali

1 M3 Pemadatan Tanah

1 M3 Urugan Pasir

M³

1 M3 Lapisan Pudel Camp. 1 Kp : 3 Ps : 7 TL

0.330 Oh Pasir Urug @ Rp. 130,000.00 = Rp. 42,900.00

0.109 Oh Kapur Padam @ Rp. 27,500.00 = Rp. 2,997.50

0.763 Oh Tanah Liat @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :

0.833 Oh Pekerja @ Rp. 24,000.00 = Rp. 19,992.00

0.416 Oh Tukang Gali @ Rp. 24,000.00 = Rp. 9,984.00


0.083 Oh Mandor @ Rp. 30,000.00 = Rp. 2,490.00 = Rp.

= Rp.

13

Bahan :

0.200 Oh Kapur Padam @ Rp. 27,500.00 = Rp. 5,500.00

1.000 Oh Tanah Liat @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :

0.833 Oh Pekerja @ Rp. 24,000.00 = Rp. 19,992.00



0.081 Oh Mandor @ Rp. 30,000.00 = Rp. 2,430.00 = Rp.

= Rp.

15

Bahan :

1.200 Oh Ijuk @ Rp. 27,500.00 = Rp. 33,000.00 = Rp.

Upah :

0.150 Oh Pekerja @ Rp. 24,000.00 = Rp. 3,600.00

0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00 = Rp.

= Rp.

16

Bahan :

1.200 Oh Sirtu @ Rp. 110,000.00 = Rp. 132,000.00 = Rp.

Upah :

0.250 Oh Pekerja @ Rp. 24,000.00 = Rp. 6,000.00

0.025 Oh Mandor @ Rp. 30,000.00 = Rp. 750.00 = Rp.

= Rp.

17

Bahan :

0.275 Oh Batu Belah @ Rp. 95,000.00 = Rp. 26,125.00

0.030 Oh Kerikil @ Rp. 137,500.00 = Rp. 4,125.00

0.050 Oh Pasir Urug @ Rp. 130,000.00 = Rp. 6,500.00 = Rp.

Upah :

1.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 24,000.00


0.100 Oh Mandor @ Rp. 30,000.00 = Rp. 3,000.00 = Rp.

= Rp.

C ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI

1

Bahan :

1.200 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 114,000.00

0.300 Pasir Urug @ Rp. 130,000.00 = Rp. 39,000.00 = Rp.

Upah :

0.780 Oh Pekerja @ Rp. 24,000.00 = Rp. 18,720.00



0.039 Oh Mandor @ Rp. 30,000.00 = Rp. 1,170.00 = Rp.

= Rp.

2

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00



Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



1 M3 Lapisan Pudel Camp. 1 Kp : 5 TL

1 M3 Pemasangan Lapisan Ijuk

1 M3 Pemasangan Lapisan Ijuk

1 M2 Pembuatan Jalan Sementara, Tebal 25 Cm

1 M3 Pasangan Pondasi Batu Kosong

M3

M3

1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 1 Ps

M3

M3

0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

3

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00



Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

4

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00



Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

5

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00



Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

6

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00



Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

7

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00



Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

8

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00



Upah :


M3

M3

1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 2.5 Ps

M3

M3


M3

M3


M3

M3


M3

M3


M3

M3

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

9

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00



Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

10

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00

0.229 Kg Kapur Pasang @ Rp. 165,000.00 = Rp. 37,785.00

0.229 Kg Semen Merah @ Rp. 78,400.00 = Rp. 17,953.60


Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

11

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00

0.170 Kg Kapur Pasang @ Rp. 165,000.00 = Rp. 28,050.00

0.170 Semen Merah @ Rp. 78,400.00 = Rp. 13,328.00


Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

12

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00


0.032 Kapur Pasang @ Rp. 27,500.00 = Rp. 880.00


Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

13

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00


0.147 Kapur Pasang @ Rp. 27,500.00 = Rp. 4,042.50


Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.


M3

M3

1 M3 Pasangan Pondasi Batu Kali, 1 Kp : 1 Sm : 1 Ps

M3

M3

1 M3 Pasangan Pondasi Batu Kali, 1 Kp : 1 Sm : 2 Ps

M3

M3

M3

1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 1/4 Kp : 4 Ps

M3

M3

M3

1 M3 Pasangan Pondasi Batu Kali, 3 Pc : 3 Kp : 10 Ps

M3

M3

M3

= Rp.

14

Bahan :

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.00


0.131 Kapur Pasang @ Rp. 27,500.00 = Rp. 3,602.50


Upah :

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.00



0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp.

= Rp.

15

Bahan :

75.000 Kg Besi Beton @ Rp. 5,850.00 = Rp. 438,750.00


0.320 Pasir Beton @ Rp. 165,000.00 = Rp. 52,800.00

0.490 Koral Beton @ Rp. 137,500.00 = Rp. 67,375.00

0.800 Kg Kawat Beton @ Rp. 13,000.00 = Rp. 10,400.00 = Rp.

Upah :

3.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 72,000.00



0.150 Oh Mandor @ Rp. 30,000.00 = Rp. 4,500.00 = Rp.

= Rp.

16

Bahan :

0.450 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 42,750.00


0.450 Pasir Beton @ Rp. 165,000.00 = Rp. 74,250.00

0.670 Koral Beton @ Rp. 137,500.00 = Rp. 92,125.00 = Rp.

Upah :

2.380 Oh Pekerja @ Rp. 24,000.00 = Rp. 57,120.00



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

17 Pembuatan Tiang Pancang (40x40) Cm, Beton Bertulang

Bahan :

0.019 Pasir Urug Darat @ Rp. 130,000.00 = Rp. 2,470.00

0.09 Pasir Beton @ Rp. 165,000.00 = Rp. 15,510.00

0.150 Koral Beton @ Rp. 137,500.00 = Rp. 20,625.00



0.90 Kg Kawat Beton @ Rp. 13,000.00 = Rp. 11,700.00

0.032 Kayu Kaso 5/7 @ Rp. 715,000.00 = Rp. 22,880.00

0.120 Kg Paku @ Rp. 9,100.00 = Rp. 1,092.00

0.090 Lt Minyak Bekisting @ Rp. 18,050.00 = Rp. 1,624.50

0.240 Kg Plamuur Tembok @ Rp. 35,000.00 = Rp. 8,400.00 = Rp.

Upah :

1.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 24,000.00



0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00 = Rp.

= Rp.

18 Pembuatan Tiang Pancang (35x35) Cm, Beton Bertulang

Bahan :

0.016 Pasir Urug Darat @ Rp. 130,000.00 = Rp. 2,080.00

0.08 Pasir Beton @ Rp. 165,000.00 = Rp. 13,200.00

0.125 Koral Beton @ Rp. 137,500.00 = Rp. 17,187.50



1 M3 Pasangan Pondasi Batu Kali, 1/4 Pc : 1 Kp : 4 Ps

M3

M3

M3

1 M3 Pasang Pondasi Siklop 40 % Batu Kali

M3

M3

1 M3 Pasang Pondasi Sumuran Diameter 100 Cm

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3


0.027 Kayu Kaso 5/7 @ Rp. 880,000.00 = Rp. 23,760.00

0.120 Kg Paku @ Rp. 9,350.00 = Rp. 1,122.00

0.090 Lt Minyak Bekisting @ Rp. 18,050.00 = Rp. 1,624.50

0.200 Kg Plamuur Tembok @ Rp. 35,000.00 = Rp. 7,000.00 = Rp.

Upah :

0.800 Oh Pekerja @ Rp. 24,000.00 = Rp. 19,200.00



0.040 Oh Mandor @ Rp. 30,000.00 = Rp. 1,200.00 = Rp.

= Rp.

D Analisa Biaya Konstruksi Pekerjaan Beton

1

Bahan :


0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00


Upah :

1.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 39,600.00



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

2

Bahan :


0.470 Pasir Beton @ Rp. 165,000.00 = Rp. 77,550.00


Upah :

1.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 39,600.00



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

3

Bahan :


0.570 Pasir Beton @ Rp. 165,000.00 = Rp. 94,050.00


Upah :

1.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 39,600.00



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

4

Bahan :


0.026 Pasir Beton @ Rp. 165,000.00 = Rp. 4,290.00


Upah :

1.150 Oh Pekerja @ Rp. 24,000.00 = Rp. 27,600.00

0.020 Oh Tukang Batu @ Rp. 30,000.00 = Rp. 600.00


0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00 = Rp.

= Rp.

5

Bahan :


0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00


Upah :

1.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 39,600.00

M3

1 M3 Membuat Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr

M3

M3


M3

M3


M3

M3

1 M3 Membuat Lantai Kerja Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr

M3

M3

1 M3 Membuat Beton Bertulang, 1 Pc : 2 Ps : 3 Kr

M3

M3



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

6

Bahan :


0.450 Pasir Beton @ Rp. 165,000.00 = Rp. 74,250.00


Upah :

1.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 39,600.00



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

7

Bahan :


0.560 Pasir Beton @ Rp. 165,000.00 = Rp. 92,400.00


Upah :

1.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 39,600.00



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

8

Bahan :


0.420 Pasir Beton @ Rp. 165,000.00 = Rp. 69,300.00


Upah :

1.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 39,600.00



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

9

Bahan :


0.470 Pasir Beton @ Rp. 165,000.00 = Rp. 77,550.00


Upah :

1.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 39,600.00



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

10

Bahan :


0.370 Pasir Beton @ Rp. 165,000.00 = Rp. 61,050.00


Upah :

1.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 39,600.00



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

11

Bahan :


0.500 Pasir Beton @ Rp. 165,000.00 = Rp. 82,500.00


M3

M3

1 M3 Membuat Beton Bertulang, 1 Pc : 2 Ps : 2.5 Kr

M3

M3


M3

M3

1 M3 Membuat Beton Bertulang, 1 Pc : 1,5 Ps : 2.5 Kr

M3

M3


M3

M3

1 M3 Membuat Tiang Pancang Prestressed Beton

M3

0.800 Koral Beton @ Rp. 137,500.00 = Rp. 110,000.00

2.460 Gln Rapidrant @ Rp. = Rp. 0.00 = Rp.

Upah :

1.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 39,600.00



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

12

Bahan :


0.540 Pasir Beton @ Rp. 165,000.00 = Rp. 89,100.00

0.810 Koral Beton @ Rp. 137,500.00 = Rp. 111,375.00

1.000 Ltr Puzzdith - 100 XR @ Rp. = Rp. 0.00 = Rp.

Upah :

1.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 39,600.00



0.080 Oh Mandor @ Rp. 30,000.00 = Rp. 2,400.00 = Rp.

= Rp.

13

Bahan :


0.540 Pasir Beton @ Rp. 165,000.00 = Rp. 89,100.00


Upah :

2.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 48,000.00



1.000 Oh Mandor @ Rp. 30,000.00 = Rp. 30,000.00 = Rp.

= Rp.

14

Bahan :


0.470 Pasir Beton @ Rp. 165,000.00 = Rp. 77,550.00


Upah :

2.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 48,000.00



1.000 Oh Mandor @ Rp. 30,000.00 = Rp. 30,000.00 = Rp.

= Rp.

15

Bahan :


0.440 Pasir Beton @ Rp. 165,000.00 = Rp. 72,600.00

0.880 Koral Beton 2/3 @ Rp. 137,500.00 = Rp. 121,000.00 = Rp.

Upah :

2.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 48,000.00



1.000 Oh Mandor @ Rp. 30,000.00 = Rp. 30,000.00 = Rp.

= Rp.

16

Bahan :


0.480 Pasir Beton @ Rp. 165,000.00 = Rp. 79,200.00

0.880 Koral Beton 2/3 @ Rp. 137,500.00 = Rp. 121,000.00 = Rp.

Upah :

2.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 48,000.00



1.000 Oh Mandor @ Rp. 30,000.00 = Rp. 30,000.00 = Rp.

M3

1 M3 Membuat Beton dengan Puzzdith - 100 XR

M3

M3

1 M3 Membuat Beton Bertulang 1 Pc : 2 Ps : 3 Kr

M3

M3


M3

M3

1 M3 Membuat Beton Bertulang 1 Pc : 1.5 Ps : 3 Kr

M3

M3

1 M3 Membuat Beton Bertulang 1 Pc : 1.5 Ps : 2.5 Kr

M3

M3

= Rp.

17

Bahan :


0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00


Upah :

2.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 48,000.00



1.000 Oh Mandor @ Rp. 30,000.00 = Rp. 30,000.00 = Rp.

= Rp.

18

Bahan :


0.480 Pasir Beton @ Rp. 165,000.00 = Rp. 79,200.00

0.800 Koral Beton @ Rp. 137,500.00 = Rp. 110,000.00

1.200 Kg Strorox - 100 @ Rp. = Rp. 0.00 = Rp.

Upah :

2.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 48,000.00



1.000 Oh Mandor @ Rp. 30,000.00 = Rp. 30,000.00 = Rp.

= Rp.

19 1 M' Memasang PVC Waterstop Lebar 150 mm

Bahan :

1.050 Waterstop Lebar 150 mm @ Rp. 150,000.00 = Rp. 157,500.00 = Rp.

Upah :

0.050 Oh Pekerja @ Rp. 24,000.00 = Rp. 1,200.00



0.002 Oh Mandor @ Rp. 30,000.00 = Rp. 60.00 = Rp.

= Rp.


Bahan :


Upah :

0.050 Oh Pekerja @ Rp. 24,000.00 = Rp. 1,200.00



0.002 Oh Mandor @ Rp. 30,000.00 = Rp. 60.00 = Rp.

= Rp.


Bahan :


Upah :

0.550 Oh Pekerja @ Rp. 24,000.00 = Rp. 13,200.00


0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00 = Rp.

= Rp.


Bahan :


Upah :

0.550 Oh Pekerja @ Rp. 24,000.00 = Rp. 13,200.00


0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00 = Rp.

= Rp.


Bahan :


Upah :

0.550 Oh Pekerja @ Rp. 24,000.00 = Rp. 13,200.00


M3

M3

1 M3 Membuat Beton Kedap Air dengan Strorox - 100

M3

M3

M1

M1

M1

M1

M1


0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00 = Rp.

= Rp.


Bahan :


Upah :

0.550 Oh Pekerja @ Rp. 24,000.00 = Rp. 13,200.00


0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00 = Rp.

= Rp.

25 1 Kg Pembesian Dengan Besi Polos atau Besi Ulir

Bahan :

1.050 Kg Besi Beton ( Polos/ Ulir ) @ Rp. 5,850.00 = Rp. 6,142.50

0.015 Kg Kawat Beton @ Rp. 13,000.00 = Rp. 195.00 = Rp.

Upah :

0.007 Oh Pekerja @ Rp. 24,000.00 = Rp. 168.00

0.007 Oh Tukang Besi @ Rp. 30,000.00 = Rp. 210.00


0.0003 Oh Mandor @ Rp. 30,000.00 = Rp. 9.00 = Rp.

= Rp.

26 1 Kg Kabel Presstressed Polos / Strands

Bahan :

1.050 Kg Besi Presstressed Polos @ Rp. 5,850.00 = Rp. 6,142.50

0.010 Kg Kawat Beton @ Rp. 13,000.00 = Rp. 130.00 = Rp.

Upah :

0.005 Oh Pekerja @ Rp. 24,000.00 = Rp. 120.00



0.0003 Oh Mandor @ Rp. 30,000.00 = Rp. 9.00 = Rp.

= Rp.

27 1 Kg Jaring Kawat Baja

Bahan :

1.020 Kg Besi Jaring Kawat Baja @ Rp. 75,000.00 = Rp. 76,500.00

0.805 Kg Kawat Beton @ Rp. 13,000.00 = Rp. 10,465.00 = Rp.

Upah :

0.025 Oh Pekerja @ Rp. 24,000.00 = Rp. 600.00



0.0015 Oh Mandor @ Rp. 30,000.00 = Rp. 45.00 = Rp.

= Rp.

28

Bahan :


0.300 Kg Paku Biasa 2" - 5" @ Rp. 8,250.00 = Rp. 2,475.00

0.100 Ltr Minyak Bekisting @ Rp. 18,050.00 = Rp. 1,805.00 = Rp.

Upah :

0.300 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,200.00



0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00 = Rp.

= Rp.

29

Bahan :



0.100 Ltr Minyak Bekisting @ Rp. 18,050.00 = Rp. 1,805.00 = Rp.

Upah :

0.300 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,200.00



0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00 = Rp.

= Rp.

M1

1 M2 Pasangan Bekisting untuk Pondasi

M3

1 M2 Pasangan Bekisting untuk Sloof

M3

30

Bahan :



0.200 Ltr Minyak Bekisting @ Rp. 18,050.00 = Rp. 3,610.00

0.015 Balok kayu Borneo @ Rp. 880,000.00 = Rp. 13,200.00

0.350 Lbr Plywood Tebal 9 mm @ Rp. 70,000.00 = Rp. 24,500.00

2.000 Btg Dolken kayu Galam o - 8-10/4 m @ Rp. 17,600.00 = Rp. 35,200.00 = Rp.

Upah :

0.300 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,200.00



0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00 = Rp.

= Rp.

31

Bahan :







Upah :

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00 = Rp.

= Rp.

32

Bahan :







Upah :

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00 = Rp.

= Rp.

33

Bahan :






3.000 Btg Dolken kayu Galam o - 8-10/4 m @ Rp. 17,600.00 = Rp. 52,800.00

4.000 Bh Formtie/ Penjaga jarak Bekisting/ Spacer @ Rp. = Rp. 0.00 = Rp.

Upah :

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00 = Rp.

= Rp.

34

Bahan :





1 M2 Pasangan Bekisting untuk Kolom

M3

M3

1 M2 Pasangan Bekisting untuk Balok

M3

M3

1 M2 Pasangan Bekisting untuk Lantai

M3

M3

1 M2 Pasangan Bekisting untuk Dinding

M3

M3

1 M2 Pasangan Bekisting untuk Tangga

M3

M3



Upah :

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00 = Rp.

= Rp.

35

Bahan :


0.650 Pasir Beton @ Rp. 165,000.00 = Rp. 107,250.00


Upah :

6.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 144,000.00



0.300 Oh Mandor @ Rp. 30,000.00 = Rp. 9,000.00 = Rp.

= Rp.

36

Bahan :


0.400 Pasir Beton @ Rp. 165,000.00 = Rp. 66,000.00


Upah :

6.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 144,000.00



0.300 Oh Mandor @ Rp. 30,000.00 = Rp. 9,000.00 = Rp.

= Rp.

37

Bahan :




Upah :

0.150 Oh Pekerja @ Rp. 24,000.00 = Rp. 3,600.00



0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00 = Rp.

= Rp.

38

Bahan :




150.000 Kg Besi Beton Polos @ Rp. 5,850.00 = Rp. 877,500.00



0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00


Upah :

3.900 Oh Pekerja @ Rp. 24,000.00 = Rp. 93,600.00



1.050 Oh Tukang Besi @ Rp. 28,000.00 = Rp. 29,400.00


0.165 Oh Mandor @ Rp. 30,000.00 = Rp. 4,950.00 = Rp.

= Rp.

39

Bahan :



1 M3 Membuat Beton dengan Mutu K225

M3

M3

1 M3 Membuat Beton dengan Mutu K275

M3

M3

1 M2 Pasangan Jembatan Cor

M3

1 M3 Membuat Pondasi Beton Bertulang (150 Kg Besi dan Bekisting)

M3

M3

M3

1 M3 Membuat Pondasi Beton Bertulang (200 Kg Besi dan Bekisting)

M3


200.000 Kg Besi Beton Polos @ Rp. 5,850.00 = Rp. 1,170,000.00



0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00


Upah :

4.850 Oh Pekerja @ Rp. 24,000.00 = Rp. 116,400.00





0.170 Oh Mandor @ Rp. 30,000.00 = Rp. 5,100.00 = Rp.

= Rp.

40

Bahan :







0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00

0.780 Koral Beton @ Rp. 137,500.00 = Rp. 107,250.00

0.140 Kayu Borneo balok @ Rp. 880,000.00 = Rp. 123,200.00

2.800 Lbr Plywood 9 mm @ Rp. 70,000.00 = Rp. 196,000.00

16.000 Btg Dolken o - 8 Cm/ 4 m @ Rp. 17,600.00 = Rp. 281,600.00 = Rp.

Upah :

5.960 Oh Pekerja @ Rp. 24,000.00 = Rp. 143,040.00





0.208 Oh Mandor @ Rp. 30,000.00 = Rp. 6,240.00 = Rp.

= Rp.

41

Bahan :







0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00

0.780 Koral Beton @ Rp. 137,500.00 = Rp. 107,250.00




Upah :

5.800 Oh Pekerja @ Rp. 24,000.00 = Rp. 139,200.00





0.185 Oh Mandor @ Rp. 30,000.00 = Rp. 5,550.00 = Rp.

= Rp.

42

Bahan :






M3

M3

1 M3 Membuat Balok Beton Bertulang (200 Kg Besi dan Bekisting)

M3

M3

M3

M3

1 M3 Membuat Balok Beton Bertulang (150 Kg Besi dan Bekisting)

M3

M3

M3

M3

1 M3 Membuat Dinding Beton Bertulang (150 Kg Besi dan Bekisting)

M3


0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00

0.780 Koral Beton @ Rp. 137,500.00 = Rp. 107,250.00




Upah :

5.600 Oh Pekerja @ Rp. 24,000.00 = Rp. 134,400.00





0.193 Oh Mandor @ Rp. 30,000.00 = Rp. 5,790.00 = Rp.

= Rp.

43

Bahan :







0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00

0.780 Koral Beton @ Rp. 137,500.00 = Rp. 107,250.00




Upah :

5.600 Oh Pekerja @ Rp. 24,000.00 = Rp. 134,400.00





0.202 Oh Mandor @ Rp. 30,000.00 = Rp. 6,060.00 = Rp.

= Rp.

44 1 M' Membuat Kolom Penguat Beton Bertulang ( 11 x 11 ) Cm

Bahan :


0.010 Kg Paku Biasa 2" - 5" @ Rp. 7,700.00 = Rp. 77.00




0.006 Pasir Beton @ Rp. 165,000.00 = Rp. 990.00


Upah :

0.060 Oh Pekerja @ Rp. 24,000.00 = Rp. 1,440.00





0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00 = Rp.

= Rp.

45 1 M' Membuat Ring Balok Beton Bertulang ( 10 x 15 ) Cm

Bahan :




0.050 Kg Kawat Beton @ Rp. 13,000.00 = Rp. 650.00


0.009 Pasir Beton @ Rp. 165,000.00 = Rp. 1,485.00


Upah :

0.100 Oh Pekerja @ Rp. 24,000.00 = Rp. 2,400.00

M3

M3

M3

1 M3 Membuat Tangga Beton Bertulang (200 Kg Besi dan Bekisting)

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3





0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00 = Rp.

= Rp.

E ANALISA BIAYA KONSTRUKSI PEKERJAAN BESI DAN ALLUMINIUM

1 1 Kg Pasang Rangka Atap Baja

Bahan :

1.100 Kg Besi Profil WF @ Rp. 0.00 = Rp. 0.00

0.080 Kg Meni Besi @ Rp. 12,650.00 = Rp. 1,012.00 = Rp.

Upah :


0.060 Oh Pekerja @ Rp. 24,000.00 = Rp. 1,440.00


0.0003 Oh Mandor @ Rp. 30,000.00 = Rp. 9.00 = Rp.

= Rp.

2

Bahan :

1.000 Pintu Besi Baja @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :

0.650 Oh Tukang Besi Konstruksi @ Rp. 30,000.00 = Rp. 19,500.00

0.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 15,600.00


0.032 Oh Mandor @ Rp. 30,000.00 = Rp. 960.00 = Rp.

= Rp.

3

Bahan :

1.000 Jendela Besi @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :


1.050 Oh Pekerja @ Rp. 24,000.00 = Rp. 25,200.00


0.00525 Oh Mandor @ Rp. 30,000.00 = Rp. 157.50 = Rp.

= Rp.

4

Bahan :

1.000 Jendela Besi Tahan Api @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :


1.022 Oh Pekerja @ Rp. 24,000.00 = Rp. 24,528.00


0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00 = Rp.

= Rp.

5

Bahan :

1.000 Pintu Gulung Besi @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :


1.200 Oh Pekerja @ Rp. 24,000.00 = Rp. 28,800.00


0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00 = Rp.

= Rp.

6

Bahan :

1.000 Pintu Lipat @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :


1.050 Oh Pekerja @ Rp. 24,000.00 = Rp. 25,200.00


0.0052 Oh Mandor @ Rp. 30,000.00 = Rp. 156.00 = Rp.

= Rp.

7

1 M2 Pasang Pintu Besi Baja

M2

1 M2 Pasang Jendela Besi

M2

1 M2 Pasang Jendela Besi Tahan Api

M2

1 M2 Pasang Pintu Gulung Besi

M2

1 M2 Pasang Pintu Lipat

M2

1 M2 Pasang Pintu Sunscreen Alluminium

Bahan :

1.000 Sunscreen Alluminium @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :


0.080 Oh Pekerja @ Rp. 24,000.00 = Rp. 1,920.00


0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00 = Rp.

= Rp.

8

Bahan :

1.000 Rolling Door @ Rp. = Rp. 0.00 = Rp.

Upah :


1.050 Oh Pekerja @ Rp. 24,000.00 = Rp. 25,200.00


0.0052 Oh Mandor @ Rp. 30,000.00 = Rp. 156.00 = Rp.

= Rp.

9

Bahan :

1.000 Pintu Alluminium @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :


1.050 Oh Pekerja @ Rp. 24,000.00 = Rp. 25,200.00


0.0052 Oh Mandor @ Rp. 30,000.00 = Rp. 156.00 = Rp.

= Rp.

10

Bahan :

1.000 Venetion Blinds @ Rp. = Rp. 0.00 = Rp.

Upah :


0.350 Oh Pekerja @ Rp. 24,000.00 = Rp. 8,400.00


0.00175 Oh Mandor @ Rp. 30,000.00 = Rp. 52.50 = Rp.

= Rp.

11

Bahan :

1.000 Vertikal Blinds @ Rp. = Rp. 0.00 = Rp.

Upah :


0.350 Oh Pekerja @ Rp. 24,000.00 = Rp. 8,400.00


0.00175 Oh Mandor @ Rp. 30,000.00 = Rp. 52.50 = Rp.

= Rp.

12

Bahan :

11.500 Besi Strip 2x3 @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :

1.200 Oh Tukang Las @ Rp. 27,000.00 = Rp. 32,400.00

1.200 Oh Pekerja @ Rp. 24,000.00 = Rp. 28,800.00


0.0006 Oh Mandor @ Rp. 30,000.00 = Rp. 18.00 = Rp.

= Rp.

13

Bahan :

1.100 Kawat Harmonika @ Rp. 75,000.00 = Rp. 82,500.00

0.020 Kg Paku Biasa 1/2" - 1" @ Rp. 8,250.00 = Rp. 165.00

0.0018 Kayu Kamper, Papan @ Rp. 715,000.00 = Rp. 1,287.00 = Rp.

Upah :

0.100 Oh Pekerja @ Rp. 24,000.00 = Rp. 2,400.00



0.0005 Oh Mandor @ Rp. 30,000.00 = Rp. 15.00 = Rp.

M2

1 M2 Pasang Pintu Rolling Door

M2

1 M2 Pasang Pintu Alluminium

M2

1 M2 Pasang Venetions Blinds

M2

1 M2 Pasang Vertikal Blinds

M2

1 M2 Pasang Terali Besi

M'

1 M2 Pasang Kawat Harmonika

M2

M3

= Rp.

14

Bahan :

1.100 Kawat Nyamuk @ Rp. 12,000.00 = Rp. 13,200.00



Upah :

0.100 Oh Pekerja @ Rp. 24,000.00 = Rp. 2,400.00



0.0005 Oh Mandor @ Rp. 30,000.00 = Rp. 15.00 = Rp.

= Rp.

15

Bahan :

1.100 Kawat Nyamuk @ Rp. 12,000.00 = Rp. 13,200.00



Upah :

0.100 Oh Pekerja @ Rp. 24,000.00 = Rp. 2,400.00



0.0005 Oh Mandor @ Rp. 30,000.00 = Rp. 15.00 = Rp.

= Rp.

16

Bahan :

1.100 Kawat Burung @ Rp. 13,000.00 = Rp. 14,300.00



Upah :

0.100 Oh Pekerja @ Rp. 24,000.00 = Rp. 2,400.00



0.0005 Oh Mandor @ Rp. 30,000.00 = Rp. 15.00 = Rp.

= Rp.

17

Bahan :

1.100 Jendela Nako @ Rp. 27,500.00 = Rp. 30,250.00

0.020 Kg Paku Biasa 1/2" - 1" atau Skrup @ Rp. 8,250.00 = Rp. 165.00

0.025 Besi Strip @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :

0.200 Oh Pekerja @ Rp. 24,000.00 = Rp. 4,800.00



0.001 Oh Mandor @ Rp. 30,000.00 = Rp. 30.00 = Rp.

= Rp.

18 1 M' Pasang Talang Datar, Seng Bjls 28

Bahan :

0.500 Lbr Seng Plat 3'x6' Bjls 28 @ Rp. 26,400.00 = Rp. 13,200.00


0.0096 Kayu Borneo, Papan @ Rp. 715,000.00 = Rp. 6,864.00

0.250 Kg Flincote / Meni Besi @ Rp. 12,650.00 = Rp. 3,162.50 = Rp.

Upah :

0.150 Oh Pekerja @ Rp. 24,000.00 = Rp. 3,600.00



0.00125 Oh Mandor @ Rp. 30,000.00 = Rp. 37.50 = Rp.

= Rp.

19 1 M' Pasang Talang Miring, Seng Bjls 28

Bahan :




0.300 Kg Flincote / Meni Besi @ Rp. 12,650.00 = Rp. 3,795.00 = Rp.

1 M2 Pasang Kawat Nyamuk

M2

M3

1 M2 Pasang Kawat Kassa

M2

M3

1 M2 Pasang Kawat Burung

M2

M3

1 M2 Pasang Jendela Nako dan Tralis

M2

M2

M3

M3

Upah :

0.040 Oh Pekerja @ Rp. 24,000.00 = Rp. 960.00



0.00125 Oh Mandor @ Rp. 30,000.00 = Rp. 37.50 = Rp.

= Rp.

20 1 M' Pasang Talang 1/2 Lingkaran D -10 Cm, Seng Bjls 28

Bahan :


0.100 Kg Paku Biasa 1/2" - 1" @ Rp. 19,600.00 = Rp. 1,960.00


0.500 Kg Besi Strip @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :

0.150 Oh Pekerja @ Rp. 24,000.00 = Rp. 3,600.00



0.00125 Oh Mandor @ Rp. 30,000.00 = Rp. 37.50 = Rp.

= Rp.

21 1 M' Pasang Talang 1/2 Lingkaran D -10 Cm, Seng Bjls 24

Bahan :




0.500 Kg Besi Strip @ Rp. 0.00 = Rp. 0.00 = Rp.

Upah :

0.150 Oh Pekerja @ Rp. 24,000.00 = Rp. 3,600.00



0.00125 Oh Mandor @ Rp. 30,000.00 = Rp. 37.50 = Rp.

= Rp.

F ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING

1

Bahan :

140.000 Bh Bata Merah 5x11x22 Cm @ Rp. 1,000.00 = Rp. 140,000.00



Upah :

0.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 15,600.00



0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00 = Rp.

= Rp.

2

Bahan :




Upah :

0.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 15,600.00



0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00 = Rp.

= Rp.

3

Bahan :




Upah :

0.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 15,600.00



0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00 = Rp.

M3

M3

1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 1Ps

M3


M3


M3

= Rp.

4

Bahan :




Upah :

0.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 15,600.00



0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00 = Rp.

= Rp.

5

Bahan :




Upah :

0.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 15,600.00



0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00 = Rp.

= Rp.

6

Bahan :




Upah :

0.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 15,600.00



0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00 = Rp.

= Rp.

7

Bahan :




0.0275 Kapur Pasang @ Rp. 165,000.00 = Rp. 4,537.50 = Rp.

Upah :

0.650 Oh Pekerja @ Rp. 24,000.00 = Rp. 15,600.00



0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00 = Rp.

= Rp.

8

Bahan :




Upah :

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00 = Rp.

= Rp.

9

Bahan :




Upah :


M3


M3


M3

1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 3 Kp : 10 Ps

M3

M3

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 1 Ps

M3

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 2Ps

M3

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00 = Rp.

= Rp.

10

Bahan :




Upah :

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00 = Rp.

= Rp.

11

Bahan :




Upah :

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00 = Rp.

= Rp.

12

Bahan :




Upah :

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00 = Rp.

= Rp.

13

Bahan :




Upah :

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00 = Rp.

= Rp.

14

Bahan :


6.500 Kg Semen Portland @ Rp. 43,155.00 = Rp. 280,507.50


Upah :

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00 = Rp.

= Rp.

15

Bahan 70.000 Bh Bata Merah 5x11x22 Cm @ Rp. 1,000.00 = Rp. 70,000.00



M3


M3


M3


M3


M3

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 3 Kp : 10 Ps


0.015 Kapur Padam @ Rp. 165,000.00 = Rp. 2,475.00

Jumlah I Rp. 273,922.50

Tenaga 0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.00



0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00

Jumlah II Rp. 11,445.00

Jumlah I + II Rp. 285,367.50

16


27.800 Kg Semen Portland @ Rp. 43,155.00 = Rp. 1,199,709.00


Jumlah I Rp. 1,273,769.00




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 1,285,214.00

17




Jumlah I Rp. 893,297.25




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 904,742.25

18




Jumlah I Rp. 695,937.35




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 707,382.35

19




M3

M3


M3


M3


M3


M3

Jumlah I Rp. 572,517.50




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 583,962.50

20




Jumlah I Rp. 494,265.40




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 505,710.40

21




Jumlah I Rp. 436,154.60




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 447,599.60

22




Jumlah I Rp. 357,757.50




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 369,202.50

23




0.015 Kapur Padam @ Rp. 165,000.00 = Rp. 2,475.00

Jumlah I Rp. 273,922.50




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 285,367.50


M3


M3


M3

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 3 Kp : 10 Ps

M3

M3

24


0.018 Kg Semen Merah/Bata Merah Tumbuk @ Rp. 78,400.00 = Rp. 1,411.20


0.018 Kapur Padam @ Rp. 165,000.00 = Rp. 2,970.00





0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 88,436.20

25


0.014 Kg Semen Merah/Bata Merah Tumbuk @ Rp. 78,400.00 = Rp. 1,097.60


0.014 Kapur Padam @ Rp. 165,000.00 = Rp. 2,310.00





0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00



26

Bahan 12.500 Bh Hollowblock Hb 20 @ Rp. = Rp. 0.00



1.950 Kg Besi Beton Polos @ Rp. 0.00 = Rp. 0.00

Jumlah I Rp. 589,552.50




0.017 Oh Mandor @ Rp. 30,000.00 = Rp. 510.00


Jumlah I + II Rp. 603,435.00

27




1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Kp : 1 Sm : 1 Ps

M3

M3

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Kp : 1 Sm : 2 Ps

M3

M3

1 M2 Pasangan Dinding Hollowblock ( Hb 20 )

M3


M3

1.950 Besi Beton Polos @ Rp. 0.00 = Rp. 0.00

Jumlah I Rp. 456,479.75




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 468,587.75

28




1.950 Besi Beton Polos @ Rp. 0.00 = Rp. 0.00

Jumlah I Rp. 327,577.50




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 339,022.50

29

Bahan 12.500 Bh Concreate Block Cb 20 @ Rp. = Rp. 0.00


0.004 Pasir Beton @ Rp. 165,000.00 = Rp. 660.00




0.001 Kayu Terentang @ Rp. 715,000.00 = Rp. 715.00


0.005 Koral Beton @ Rp. 165,000.00 = Rp. 825.00

Jumlah I Rp. 615,063.85





0.0185 Oh Mandor @ Rp. 30,000.00 = Rp. 555.00


Jumlah I + II Rp. 629,558.25

30



0.003 Pasir Beton @ Rp. 165,000.00 = Rp. 495.00




0.001 Kg Kayu Terentang @ Rp. 715,000.00 = Rp. 715.00


0.004 Koral Beton @ Rp. 165,000.00 = Rp. 660.00

M3


M3

M3

1 M2 Pasangan Dinding Conblock ( Cb 20 )

M3

M3

M3

M3


M3

M3

M3

Jumlah I Rp. 458,208.70





0.0170 Oh Mandor @ Rp. 30,000.00 = Rp. 510.00


Jumlah I + II Rp. 471,105.15

31



0.002 Pasir Beton @ Rp. 165,000.00 = Rp. 330.00




0.001 Kg Kayu Terentang @ Rp. 715,000.00 = Rp. 715.00


0.003 Koral Beton @ Rp. 165,000.00 = Rp. 495.00

Jumlah I Rp. 315,524.05





0.017 Oh Mandor @ Rp. 30,000.00 = Rp. 510.00


Jumlah I + II Rp. 327,710.95

32

Bahan 2.500 Bh Bondbeam 40x20x20 Cm @ Rp. = Rp. 0.00


0.080 Pasir Beton @ Rp. 165,000.00 = Rp. 13,200.00


0.150 Koral Beton @ Rp. 165,000.00 = Rp. 24,750.00

Jumlah I Rp. 258,040.50





0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00


Jumlah I + II Rp. 262,441.50

33

Bahan 36.000 Bh Roster Terawang @ Rp. = Rp. 0.00



Jumlah I Rp. 557,459.00


M3

M3

M3

1 M2 Pasangan Dinding Lantai

M3

M3

1 M2 Pasangan Dinding Roster/Terawang (12x11x24)Cm

M3




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 568,424.00

34

Bahan 80.000 Bh Bata Berongga @ Rp. 1,550.00 = Rp. 124,000.00



Jumlah I Rp. 1,227,265.75




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 1,240,368.25

35

Bahan 1.500 Bilik Bambu @ Rp. 11,000.00 = Rp. 16,500.00

0.014 Kayu 5/7 @ Rp. 880,000.00 = Rp. 12,320.00

0.012 Kg Paku @ Rp. 9,100.00 = Rp. 109.20

0.003 List Kayu 2/4 @ Rp. = Rp. 0.00





0.002 Oh Mandor @ Rp. 30,000.00 = Rp. 60.00



G Analisa Biaya Konstruksi Pekerjaan Plesteran

1

Bahan 12.920 Kg Semen Portland @ Rp. 43,155.00 = Rp. 557,562.60


Jumlah I Rp. 559,447.60




0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00


Jumlah I + II Rp. 569,520.10

2



Jumlah I Rp. 370,145.60




0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00


Jumlah I + II Rp. 380,218.10

3



1 M2 Pasang Bata Berongga Ukuran (5x11x24) Cm

M3

1 M2 Pasang Dinding Anyaman Bambu, Rangka Kayu

M3

M3

M3

1 M2 Plesteran 1 Pc : 1 Ps, Tebal 15 mm

M3


M3


M3

Jumlah I Rp. 282,399.40




0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00


Jumlah I + II Rp. 292,471.90

4



Jumlah I Rp. 227,306.00




0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00


Jumlah I + II Rp. 237,378.50

5



Jumlah I Rp. 189,619.60




0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00


Jumlah I + II Rp. 199,692.10

6



Jumlah I Rp. 162,145.40




0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00


Jumlah I + II Rp. 172,217.90

7



Jumlah I Rp. 127,766.40




M3


M3


M3


M3


0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00


Jumlah I + II Rp. 137,838.90

8


0.003 Kapur Padam @ Rp. 27,500.00 = Rp. 82.50


Jumlah I Rp. 250,540.30




0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00


Jumlah I + II Rp. 260,612.80

9


0.006 Kapur Padam @ Rp. 27,500.00 = Rp. 165.00






0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



10


0.005 Kapur Padam @ Rp. 27,500.00 = Rp. 137.50


Jumlah I Rp. 132,357.50




0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00


Jumlah I + II Rp. 142,430.00

11

Bahan 0.009 Kg Semen Merah @ Rp. 78,400.00 = Rp. 705.60

0.009 Kapur Padam @ Rp. 27,500.00 = Rp. 247.50





1 M2 Plesteran 1 Pc : 0.5 Kp : 3 Ps, Tebal 15 mm

M3

M3

1 M2 Plesteran 1 Pc : 3 Kp : 10 Ps, Tebal 15 mm

M3

M3

1 M2 Plesteran 0.5 Pc : 1 Kp : 4 Ps, Tebal 15 mm

M3

M3

1 M2 Plesteran 1 Kp : 1 Sm : 1 Ps, Tebal 15 mm

M3

M3


0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



12


0.007 Kapur Padam @ Rp. 27,500.00 = Rp. 192.50






0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



13



Jumlah I Rp. 619,588.40




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 632,593.40

14



Jumlah I Rp. 469,844.00




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 482,849.00

15



Jumlah I Rp. 378,645.40




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 391,650.40

16


M3

M3


M3


M3


M3




Jumlah I Rp. 318,659.95




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 331,664.95

17



Jumlah I Rp. 273,637.20




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 286,642.20

18


0.009 Kapur Padam @ Rp. 165,000.00 = Rp. 1,485.00






0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00



19



Jumlah I Rp. 670,787.50




0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00


Jumlah I + II Rp. 685,007.50

20



Jumlah I Rp. 512,146.25




0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00


Jumlah I + II Rp. 526,366.25

21



M3


M3


M3

M3


M3


M3


M3

Jumlah I Rp. 414,619.40




0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00


Jumlah I + II Rp. 428,839.40

22



Jumlah I Rp. 348,305.70




0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00


Jumlah I + II Rp. 362,525.70

23



Jumlah I Rp. 809,915.75




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 826,333.25

24



Jumlah I Rp. 616,298.25




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 632,715.75

25



Jumlah I Rp. 497,193.90





M3


M3


M3


M3

0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 513,611.40

26



Jumlah I Rp. 359,964.45




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 376,381.95

27



Jumlah I Rp. 308,150.85




0.008 Oh Mandor @ Rp. 30,000.00 = Rp. 240.00


Jumlah I + II Rp. 314,311.35

28



Jumlah I Rp. 248,023.85




0.008 Oh Mandor @ Rp. 30,000.00 = Rp. 240.00


Jumlah I + II Rp. 254,184.35

29



Jumlah I Rp. 403,951.50




0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00


Jumlah I + II Rp. 417,211.50


M3

1 M2 Barapen 1 Pc : 3 Ps, Tebal 30 mm

M3

1 M2 Barapen 1 Pc : 5 Ps, Tebal 15 mm

M3

1 M2 Plesteran Beton 1 Pc : 2 Ps, Tebal 15 mm

M3

30



Jumlah I Rp. 308,150.85




0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00


Jumlah I + II Rp. 321,410.85

31


0.002 Pasir Pasang @ Rp. 145,000.00 = Rp. 290.00





0.002 Oh Mandor @ Rp. 30,000.00 = Rp. 60.00



32

Bahan 0.144 Kg Pc Warna @ Rp. 3,200.00 = Rp. 460.80

15.000 Kg Batu Granito @ Rp. = Rp. 0.00

Jumlah I Rp. 460.80




0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



33

Bahan 0.440 Kg Pc Warna @ Rp. 3,200.00 = Rp. 1,408.00

15.000 Kg Batu Teraso @ Rp. = Rp. 0.00





0.025 Oh Mandor @ Rp. 30,000.00 = Rp. 750.00



34



1 M2 Plesteran Beton 1 Pc : 3 Ps, Tebal 15 mm

M3

1 M2 Plesteran Skoning 1 Pc : 2 Ps

M3

1 M2 Plesteran Granito, 1 Pc Warna : 2 Granito, Tebal 10 mm

1 M2 Plesteran Teraso, 1 Pc Warna : 2 Batu Teraso, Tebal 10 mm

1 M2 Plesteran Ciprat 1 Pc : 2 Ps

M3

Jumlah I Rp. 188,749.60




0.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00


Jumlah I + II Rp. 198,514.60

35



Jumlah I Rp. 188,749.60




0.008 Oh Mandor @ Rp. 30,000.00 = Rp. 240.00


Jumlah I + II Rp. 194,910.10

36

Bahan 0.500 Kg Semen Merah @ Rp. 78,400.00 = Rp. 39,200.00

2.900 Kg Batacote @ Rp. 1,210.00 = Rp. 3,509.00






0.0150 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00



H Analisa Biaya Konstruksi Pekerjaan Kayu

1

Bahan 1.100 Kayu Jati @ Rp. 1,485,000.00 = Rp. 1,633,500.00

Jumlah I Rp. 1,633,500.00




0.300 Oh Mandor @ Rp. 30,000.00 = Rp. 9,000.00


Jumlah I + II Rp. 2,449,500.00

2

Bahan 1.200 Kayu kamper, Balok @ Rp. 880,000.00 = Rp. 1,056,000.00

Jumlah I Rp. 1,056,000.00




0.300 Oh Mandor @ Rp. 30,000.00 = Rp. 9,000.00


Jumlah I + II Rp. 1,812,000.00

3

Bahan 1.200 Kayu Borneo, Balok @ Rp. 880,000.00 = Rp. 1,056,000.00

Jumlah I Rp. 1,056,000.00

1 M2 Plesteran Siar Adukan 1 Pc : 2 Ps

M3

1 M2 Plesteran Waterfroof Batacote 3 Lapis

M3

1 M3 Pasang Kusen Pintu dan Jendela Kayu Jati

M3

1 M3 Pasang Kusen Pintu dan Jendela Kayu Kamper

M3

1 M3 Pasang Kusen Pintu dan Jendela Kayu Borneo

M3




0.300 Oh Mandor @ Rp. 30,000.00 = Rp. 9,000.00


Jumlah I + II Rp. 1,812,000.00

4

Bahan 1.200 Kayu Damar laut, Balok @ Rp. 880,000.00 = Rp. 1,056,000.00

Jumlah I Rp. 1,056,000.00




0.300 Oh Mandor @ Rp. 30,000.00 = Rp. 9,000.00


Jumlah I + II Rp. 1,812,000.00

5

Bahan 0.036 Kayu Kamper, Papan @ Rp. 1,200,000.00 = Rp. 43,200.00






0.018 Oh Mandor @ Rp. 30,000.00 = Rp. 540.00



6

Bahan 0.036 Kayu Borneo, Papan @ Rp. 1,200,000.00 = Rp. 43,200.00






0.018 Oh Mandor @ Rp. 30,000.00 = Rp. 540.00



7

Bahan 0.040 Kayu Jati, Papan @ Rp. 1,450,000.00 = Rp. 58,000.00





0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00


Jumlah I + II Rp. 166,375.00

1 M3 Pasang Kusen Pintu dan Jendela Kayu Damar Laut

M3

1 M2 Pasang Pintu Klam Kayu Kamper

M3

1 M2 Pasang Pintu Klam Kayu Borneo

M3

1 M2 Pasang Pintu Panel kayu jati

M3

8






0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00


Jumlah I + II Rp. 156,375.00

9

Bahan 0.035 Kayu Jati , Papan @ Rp. 1,450,000.00 = Rp. 50,750.00





0.040 Oh Mandor @ Rp. 30,000.00 = Rp. 1,200.00


Jumlah I + II Rp. 137,450.00

10

Bahan 0.035 Kayu Kamper , Papan @ Rp. 1,200,000.00 = Rp. 42,000.00





0.040 Oh Mandor @ Rp. 30,000.00 = Rp. 1,200.00


Jumlah I + II Rp. 128,700.00

11

Bahan 0.035 Kayu Borneo , Papan @ Rp. 1,200,000.00 = Rp. 42,000.00





0.040 Oh Mandor @ Rp. 30,000.00 = Rp. 1,200.00


Jumlah I + II Rp. 128,700.00

12



1 M2 Pasang Pintu Panel kamper jati

M3

1 M2 Pasang Pintu dan Jendela Kayu jati

M3

1 M2 Pasang Pintu dan Jendela Kayu Kamper

M3

1 M2 Pasang Pintu dan Jendela Kayu Borneo

M3

1 M2 Pasang Pintu dan Jendela Jalusi Kayu jati

M3




0.500 Oh Mandor @ Rp. 30,000.00 = Rp. 15,000.00


Jumlah I + II Rp. 231,250.00

13






0.500 Oh Mandor @ Rp. 30,000.00 = Rp. 15,000.00


Jumlah I + II Rp. 215,250.00

14


0.030 Kg Paku Biasa 1/2" - 1 " @ Rp. 8,250.00 = Rp. 247.50

0.300 Lt Lem Kayu @ Rp. = Rp. 0.00

1.000 Lbr Plywood 4'x3'x4 mm @ Rp. 70,000.00 = Rp. 70,000.00





0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 180,267.50

15



0.300 Lt Lem Kayu @ Rp. = Rp. 0.00






0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 175,367.50

16



0.300 Lt Lem Kayu @ Rp. = Rp. 0.00


1 M2 Pasang Pintu dan Jendela Jalusi Kayu Kamper

M3

1 M2 Pasang Pintu Plywood Rangkap, Rangka Kayu Jati

M3

1 M2 Pasang Pintu Plywood Rangkap, Rangka Kayu Kamper

M3

1 M2 Pasang Pintu Plywood Rangkap, Rangka Kayu Borneo

M3





0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 175,351.00

17







0.025 Oh Mandor @ Rp. 30,000.00 = Rp. 750.00


Jumlah I + II Rp. 170,355.00

18







0.025 Oh Mandor @ Rp. 30,000.00 = Rp. 750.00


Jumlah I + II Rp. 155,355.00

19


0.300 Kg Paku Biasa 1/2" - 1 " @ Rp. 7,700.00 = Rp. 2,310.00

0.300 Lt Lem Kayu @ Rp. = Rp. 0.00

1.000 Lbr Teakwood 4'x8'x4 mm @ Rp. 67,000.00 = Rp. 67,000.00





0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 179,330.00

20



0.300 Lt Lem Kayu @ Rp. = Rp. 0.00

1 M2 Pasang Jalusi Mati Kusen kayu Jati

M3

1 M2 Pasang Jalusi Mati Kusen kayu Kamper

M3

1 M2 Pasang Pintu Teakwood Rangkap, Rangka Kayu Jati

M3

1 M2 Pasang Pintu Teakwood Rangkap, Rangka Kayu Kamper

M3

1.000 Lbr Teakwood4'x8'x4 mm @ Rp. 67,000.00 = Rp. 67,000.00





0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 174,430.00

21



0.800 Ltr Lem Kayu @ Rp. = Rp. 0.00


0.500 Lbr Formika @ Rp. 85,000.00 = Rp. 42,500.00

Jumlah I Rp. 143,230.00




0.040 Oh Mandor @ Rp. 30,000.00 = Rp. 1,200.00


Jumlah I + II Rp. 246,505.00

22





0.500 Lbr Formika 4' x 3' @ Rp. 85,000.00 = Rp. 42,500.00

Jumlah I Rp. 138,330.00




0.040 Oh Mandor @ Rp. 30,000.00 = Rp. 1,200.00


Jumlah I + II Rp. 241,605.00

23






Jumlah I Rp. 106,730.00




0.040 Oh Mandor @ Rp. 30,000.00 = Rp. 1,200.00


Jumlah I + II Rp. 210,005.00

24



1 M2 Pasang Pintu Plywood dan Formika, Rangka Kayu Jati

M3

1 M2 Pasang Pintu Plywood dan Formika, Rangka Kayu Kamper

M3

1 M2 Pasang Pintu Teakwood dan Formika, Rangka Kayu Jati

M3

1 M2 Pasang Pintu Teakwood dan Formika, Rangka Kayu Kamper

M3



0.500 Ltr Vernis @ Rp. 22,000.00 = Rp. 11,000.00


Jumlah I Rp. 112,830.00




0.040 Oh Mandor @ Rp. 30,000.00 = Rp. 1,200.00


Jumlah I + II Rp. 216,105.00

25






Jumlah I Rp. 185,730.00




0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00


Jumlah I + II Rp. 297,420.00

26






Jumlah I Rp. 180,830.00




0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00


Jumlah I + II Rp. 292,520.00

27

Bahan 1.100 Kayu Jati, Balok @ Rp. 1,800,000.00 = Rp. 1,980,000.00



Jumlah I Rp. 2,287,480.00




0.200 Oh Mandor @ Rp. 30,000.00 = Rp. 6,000.00


Jumlah I + II Rp. 2,787,280.00

1 M2 Pasang Pintu Formika Double, Rangka Kayu Jati

M3

1 M2 Pasang Pintu Formika Double, Rangka Kayu Kamper

M3

1 M3 Pasang Konstruksi Kuda - Kuda Kayu Jati

M3

28

Bahan 1.100 Kayu Kamper, Balok @ Rp. 1,200,000.00 = Rp. 1,320,000.00



Jumlah I Rp. 1,627,480.00




0.200 Oh Mandor @ Rp. 30,000.00 = Rp. 6,000.00


Jumlah I + II Rp. 2,127,280.00

29

Bahan 1.100 Kayu Borneo, Balok @ Rp. 1,200,000.00 = Rp. 1,320,000.00



Jumlah I Rp. 1,627,480.00




0.200 Oh Mandor @ Rp. 30,000.00 = Rp. 6,000.00


Jumlah I + II Rp. 2,127,280.00

30

Bahan 1.100 Kayu Kruing, Balok @ Rp. 1,200,000.00 = Rp. 1,320,000.00



Jumlah I Rp. 1,627,480.00




0.200 Oh Mandor @ Rp. 30,000.00 = Rp. 6,000.00


Jumlah I + II Rp. 2,127,280.00

31

Bahan 0.012 Kayu Kamper, Balok @ Rp. 880,000.00 = Rp. 10,560.00






0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



32

Bahan 0.012 Kayu Borneo, Balok @ Rp. 880,000.00 = Rp. 10,560.00






1 M3 Pasang Konstruksi Kuda - Kuda Kayu Kamper

M3

1 M3 Pasang Konstruksi Kuda - Kuda Kayu Borneo

M3

1 M3 Pasang Konstruksi Kuda - Kuda Kayu Kruing

M3

1 M2 Pasang Kaso dan Reng Genteng Kodok kayu Kamper

M3

1 M2 Pasang Kaso dan Reng Genteng Kodok kayu Borneo

M3

0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



33

Bahan 0.014 Kayu Jati, Balok @ Rp. 1,600,000.00 = Rp. 22,400.00






0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



34







0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



35







0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



36



Jumlah I Rp. 147,070.00




0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00


Jumlah I + II Rp. 154,108.00

37



Jumlah I Rp. 147,070.00




0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00


Jumlah I + II Rp. 154,108.00

1 M2 Pasang Kaso dan Reng Genteng Monier kayu Jati

M3

1 M2 Pasang Kaso dan Reng Genteng Monier kayu Kamper

M3

1 M2 Pasang Kaso dan Reng Genteng Beton kayu Borneo

M3

1 M2 Pasang Kaso dan Reng Atap Sirap kayu Kamper

M3

1 M2 Pasang Kaso dan Reng Atap Sirap kayu Borneo

M3

38







0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00



39







0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00



40







0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00



41







0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



42



1 M2 Pasang Rangka Langit - langit (1.00x1.00) m, Kayu jati

M3

1 M2 Pasang Rangka Langit - langit (1.00x1.00) m, Kayu Kamper

M3

1 M2 Pasang Rangka Langit - langit (1.00x1.00) m, Kayu Borneo

M3

1 M2 Pasang Rangka Langit - langit (30x60) Cm, Kayu Jati

M3

1 M2 Pasang Rangka Langit - langit (30x60) Cm, Kayu Kamper

M3





0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



43







0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



44







0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00



45







0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00



46






1 M2 Pasang Rangka Langit - langit (30x60) Cm, Kayu Borneo

M3

1 M2 Pasang Rangka Langit - langit (30x30) Cm, Kayu Jati

M3

1 M2 Pasang Rangka Langit - langit (30x30) Cm, Kayu Kamper

M3

1 M2 Pasang Rangka Langit - langit (30x30) Cm, Kayu Borneo

M3


0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00



47 1 M' Pasang Lisplang (3x20) Cm, Kayu Jati







0.0050 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



48 1 M' Pasang Lisplang (3x20) Cm, Kayu Kamper

Bahan 0.0072 Kayu Kamper, Papan @ Rp. 800,000.00 = Rp. 5,760.00






0.0050 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



49 1 M' Pasang Lisplang (3x30) Cm, Kayu Jati







0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



50 1 M' Pasang Lisplang (3x30) Cm, Kayu Kamper







0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



M3

M3

M3

M3

51 1 M' Pasang Lisplang Ukuran 2x(3x20) Cm, Kayu Kamper







0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00



52 1 M' Pasang Lisplang Ukuran 2x(2x20) Cm, Kayu Kamper







0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00



53 1 M' Pasang Lisplang Ukuran 2x(2x20) Cm, Kayu Borneo

Bahan 0.0088 Kayu Borneo, Papan @ Rp. 800,000.00 = Rp. 7,040.00






0.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00



54


0.007 Kayu Kamper, Papan @ Rp. 800,000.00 = Rp. 5,600.00






0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00



55








0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00



M3

M3

M3

1 M2 Pasang Rangka Dinding Pemisah Kayu kamper

M3

M3

1 M2 Pasang Rangka Dinding Pemisah Kayu Borneo

M3

M3

56








0.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00



57




0.560 Kg Lem Kayu @ Rp. = Rp. 0.00

1.000 Kg Plywood 4'x8'x4mm @ Rp. 70,000.00 = Rp. 70,000.00





0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00


Jumlah I + II Rp. 118,685.00

58



0.150 Kg Paku Skrup 3,5" @ Rp. 7,150.00 = Rp. 1,072.50





0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00



59

Bahan 0.400 Plywood 4'x8'x4mm @ Rp. 70,000.00 = Rp. 28,000.00



Tenaga 0.025 Oh Pekerja @ Rp. 24,000.00 = Rp. 600.00



0.0013 Oh Mandor @ Rp. 30,000.00 = Rp. 39.00



60 1 M' Pasang List Plafon - Kayu Profil

1 M2 Pasang Dinding Pemisah Teakwood Rangkap, Rangka Kayu kamper

M3

M3

1 M2 Pasang Dinding Pemisah Pluwood Rangkap, Rangka Kayu kamper

M3

M3

1 M2 Pasang Dinding Lambrizing dari Papan jati

M3

1 M2 Pasang Plywood Tebal 4 mm, untuk Dinding

M3

Bahan 1.050 M' Kayu Profil @ Rp. 5,000.00 = Rp. 5,250.00





0.001 Oh Mandor @ Rp. 30,000.00 = Rp. 30.00



I Analisa Biaya Konstruksi Pekerjaan Kunci dan Kaca

1 1 Buah Pasang Kunci Tanam Antik

Bahan 1.000 Bh Kunci Tanam Antik @ Rp. 86,000.00 = Rp. 86,000.00





0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00


Jumlah I + II Rp. 107,420.00

2 1 Buah Pasang Kunci Tanam Biasa

Bahan 1.000 Bh Kunci Tanam Biasa @ Rp. 50,550.00 = Rp. 50,550.00





0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



3 1 Buah Pasang Kunci Tanam Kamar Mandi

Bahan 1.000 Bh Kunci Tanam Kamar Mandi @ Rp. 50,550.00 = Rp. 50,550.00





0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



4 1 Buah Pasang Kunci Silinder

Bahan 1.000 Bh Kunci Silinder @ Rp. 44,000.00 = Rp. 44,000.00





0.00025 Oh Mandor @ Rp. 30,000.00 = Rp. 7.50



5 1 Buah Pasang Engsel Pintu

Bahan 1.000 Bh Engsel Pintu @ Rp. 7,200.00 = Rp. 7,200.00





0.00075 Oh Mandor @ Rp. 30,000.00 = Rp. 22.50



6 1 Buah Pasang Engsel Jendela Kupu - Kupu

Bahan 1.000 Bh Engsel Jendela @ Rp. 8,000.00 = Rp. 8,000.00





0.0005 Oh Mandor @ Rp. 30,000.00 = Rp. 15.00



7 1 Buah Pasang Engsel Angin

Bahan 1.000 Bh Engsel Angin @ Rp. 8,000.00 = Rp. 8,000.00





0.0005 Oh Mandor @ Rp. 30,000.00 = Rp. 15.00



8 1 Buah Pasang Sping Knip

Bahan 1.000 Bh Sping Knip @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00




0.00075 Oh Mandor @ Rp. 30,000.00 = Rp. 22.50



9 1 Buah Pasang Kait Angin

Bahan 1.000 Bh Kait Angin @ Rp. 8,000.00 = Rp. 8,000.00





0.00075 Oh Mandor @ Rp. 30,000.00 = Rp. 22.50



10 1 Buah Pasang Door Closer

Bahan 1.000 Bh Door Closer @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00




0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



11 1 Buah Pasang Kunci Selot

Bahan 1.000 Bh Kunci Selot @ Rp. 1,100.00 = Rp. 1,100.00





0.001 Oh Mandor @ Rp. 30,000.00 = Rp. 30.00



12 1 Buah Pasang Pegangan Pintu / Door Holder

Bahan 1.000 Bh Door Holder @ Rp. Engsel Kupu - Kup = Rp. #VALUE!

Jumlah I Rp. #VALUE!




0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00


Jumlah I + II Rp. #VALUE!

13 1 Buah Pasang Door Stop

Bahan 1.000 Bh Door Stop @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00




0.0005 Oh Mandor @ Rp. 30,000.00 = Rp. 15.00



14 1 Buah Pasang Rel Pintu Dorong

Bahan 1.000 Bh Rel Pintu Dorong @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00




0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00



15 1 Buah Pasang Kunci Lemari

Bahan 1.000 Bh Kunci Lemari @ Rp. 44,000.00 = Rp. 44,000.00





0.00125 Oh Mandor @ Rp. 30,000.00 = Rp. 37.50



16

Bahan 1.100 Kaca @ Rp. 27,500.00 = Rp. 30,250.00





0.00075 Oh Mandor @ Rp. 30,000.00 = Rp. 22.50



17

Bahan 1.100 Kaca @ Rp. 130,200.00 = Rp. 143,220.00

Jumlah I Rp. 143,220.00




0.00075 Oh Mandor @ Rp. 30,000.00 = Rp. 22.50


Jumlah I + II Rp. 148,575.00

18

Bahan 1.100 Kaca Polos @ Rp. 44,000.00 = Rp. 48,400.00





0.00075 Oh Mandor @ Rp. 30,000.00 = Rp. 22.50



19

Bahan 1.100 Kaca Buram @ Rp. 130,200.00 = Rp. 143,220.00

0.050 Kg Sealent @ Rp. = Rp. 0.00

Jumlah I Rp. 143,220.00




0.00125 Oh Mandor @ Rp. 30,000.00 = Rp. 37.50


Jumlah I + II Rp. 152,145.00

20

Bahan 1.100 Kaca Cermin @ Rp. 130,200.00 = Rp. 143,220.00

Jumlah I Rp. 143,220.00




0.00075 Oh Mandor @ Rp. 30,000.00 = Rp. 22.50


Jumlah I + II Rp. 148,575.00

21

1 M2 Buah Pasang Kaca, Tebal 3 mm

M2

1 M2 Buah Pasang Kaca, Tebal 5 mm

M2

1M2 Buah Pasang Kaca, Tebal 8 mm

M2

1M2 Buah Pasang Kaca Buram , Tebal 12 mm

M2

1M2 Buah Pasang Kaca Cermin , Tebal 5 mm

M2



Jumlah I Rp. 143,220.00




0.00075 Oh Mandor @ Rp. 30,000.00 = Rp. 22.50


Jumlah I + II Rp. 148,575.00

22


Jumlah I Rp. 143,220.00




0.0008 Oh Mandor @ Rp. 30,000.00 = Rp. 24.00


Jumlah I + II Rp. 149,109.75

23

Bahan 1.100 Kaca Wireglass @ Rp. 49,500.00 = Rp. 143,220.00

Jumlah I Rp. 143,220.00




0.00075 Oh Mandor @ Rp. 30,000.00 = Rp. 22.50


Jumlah I + II Rp. 148,575.00

24

Bahan 1.100 Kaca Wireglass @ Rp. 49,500.00 = Rp. 143,220.00

Jumlah I Rp. 143,220.00




0.00075 Oh Mandor @ Rp. 30,000.00 = Rp. 22.50


Jumlah I + II Rp. 148,575.00

J Analisa Biaya Konstruksi Pekerjaan Langit - Langit

1

Bahan 1.100 Lbr Pelat Asbes Tebal 6 mm @ Rp. 24,000.00 = Rp. 26,400.00

0.010 Kg Paku @ Rp. 9,350.00 = Rp. 93.50





0.0015 Oh Mandor @ Rp. 30,000.00 = Rp. 45.00



2


M2


M2

1M2 Buah Pasang Kaca Wireglass , Tebal 5 mm

M2

1M2 Buah Pasang Kaca Patri , Tebal 5 mm

M2

1 M2 Langit - langit Asbes (1.00x1.00) m, Tebal 6 mm


0.010 Kg Paku @ Rp. 9,350.00 = Rp. 93.50





0.0015 Oh Mandor @ Rp. 30,000.00 = Rp. 45.00



3


0.010 Kg Paku @ Rp. 9,350.00 = Rp. 93.50





0.0015 Oh Mandor @ Rp. 30,000.00 = Rp. 45.00



4

Bahan 1.100 Lbr Pelat Asbes Tebal 3.5 mm @ Rp. 24,000.00 = Rp. 26,400.00

0.010 Kg Paku @ Rp. 9,350.00 = Rp. 93.50





0.0015 Oh Mandor @ Rp. 30,000.00 = Rp. 45.00



5

Bahan 5.800 Lbr Akustik ukuran 30x30 Cm @ Rp. 54,000.00 = Rp. 313,200.00

0.050 Kg Paku @ Rp. 7,700.00 = Rp. 385.00

Jumlah I Rp. 313,585.00




0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00


Jumlah I + II Rp. 345,430.00

6

Bahan 5.800 Lbr Akustik ukuran 30x60 Cm @ Rp. 54,000.00 = Rp. 313,200.00

0.050 Kg Paku @ Rp. 7,700.00 = Rp. 385.00

Jumlah I Rp. 313,585.00


1 M2 Langit - langit Asbes (1.00x1.00) m, Tebal 3.5 mm

1 M2 Langit - langit Akustik (30x30) Cm





0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00


Jumlah I + II Rp. 345,430.00

7

Bahan 1.500 Lbr Akustik Arm Strong ukuran 60x120 Cm @ Rp. 54,000.00 = Rp. 81,000.00

0.050 Kg Paku @ Rp. 7,700.00 = Rp. 385.00





0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00


Jumlah I + II Rp. 113,230.00

8

Bahan 0.360 Lbr Plywood 4"x8"x4 mm @ Rp. 70,000.00 = Rp. 25,200.00

0.030 Kg Paku @ Rp. 7,700.00 = Rp. 231.00





0.0035 Oh Mandor @ Rp. 30,000.00 = Rp. 105.00



9


0.030 Kg Paku @ Rp. 9,350.00 = Rp. 280.50





0.0035 Oh Mandor @ Rp. 30,000.00 = Rp. 105.00



10


0.030 Kg Paku @ Rp. 9,350.00 = Rp. 280.50





0.0035 Oh Mandor @ Rp. 30,000.00 = Rp. 105.00




1 M2 Langit - langit Plywood (30x60) Cm, Tebal 4 mm



11


0.030 Kg Paku @ Rp. 9,350.00 = Rp. 280.50





0.0035 Oh Mandor @ Rp. 30,000.00 = Rp. 105.00



12

Bahan 0.360 Lbr Teakwood 4"x8"x4 mm @ Rp. 67,000.00 = Rp. 24,120.00

0.030 Kg Paku @ Rp. 9,350.00 = Rp. 280.50





0.0035 Oh Mandor @ Rp. 30,000.00 = Rp. 105.00



13

Bahan 0.375 Lbr Teakwood 4"x8"x4 mm @ Rp. 67,000.00 = Rp. 25,125.00

0.030 Kg Paku @ Rp. 9,350.00 = Rp. 280.50





0.0035 Oh Mandor @ Rp. 30,000.00 = Rp. 105.00



14


0.010 Kg Paku @ Rp. 7,700.00 = Rp. 77.00

0.050 Kg Paku Sekrup @ Rp. 7,150.00 = Rp. 357.50





0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



15

Bahan 0.024 Kayu Ramin @ Rp. 990,000.00 = Rp. 23,760.00

0.010 Kg Paku @ Rp. 7,700.00 = Rp. 77.00






0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



1 M2 Langit - langit Teakwood (30x60) Cm, Tebal 4 mm

1 M2 Langit - langit Teakwood (60x120) Cm, Tebal 4 mm

1 M2 Langit - langit Lat Kayu Jati

M3

1 M2 Langit - langit Lat Kayu Ramin

M3


16


0.010 Kg Paku @ Rp. 7,700.00 = Rp. 77.00






0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



17

Bahan 0.350 Lbr Kayu Kamper, Papan @ Rp. 990,000.00 = Rp. 346,500.00


Jumlah I Rp. 346,731.00




0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00


Jumlah I + II Rp. 364,536.00

18

Bahan 3.600 M' Profi Alluminium "T" @ Rp. 80,000.00 = Rp. 288,000.00

0.150 Kg Kawat Seng Polos @ Rp. 13,000.00 = Rp. 1,950.00

1.000 Bh Ramset/ Dina Bolt @ Rp. = Rp. 0.00

1.500 Lbr Akustik Arm Strong 60x120 Cm @ Rp. 54,000.00 = Rp. 81,000.00

Jumlah I Rp. 370,950.00




0.0075 Oh Mandor @ Rp. 30,000.00 = Rp. 225.00


Jumlah I + II Rp. 391,350.00

19

Bahan 1.100 M' List Kayu Profil @ Rp. 5,000.00 = Rp. 5,500.00

0.010 Kg Paku @ Rp. 7,700.00 = Rp. 77.00





0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00



20



1 M2 Langit - langit Lat Kayu Kamper

M3

1 M2 Langit - langit Soft Board

1 M2 Langit - langit Akustik 60x120 Cm dan Rangka alluminium

1 M1 List Langit - langit Kayu Profil

1 M2 List Langit - langit Asbes (1.00x1.00) m, Tebal 3.2 mm, Rangka Borneo

M3

1.100 Lbr Asbes 1.00x1.00 m @ Rp. 24,000.00 = Rp. 26,400.00





0.009 Oh Mandor @ Rp. 30,000.00 = Rp. 270.00



21

Bahan 0.023 Kayu Borneo @ Rp. 880,000.00 = Rp. 20,240.00


0.390 Lbr Plywood 4"x8"x4 mm @ Rp. 70,000.00 = Rp. 27,300.00





0.0135 Oh Mandor @ Rp. 30,000.00 = Rp. 405.00



22



5.800 Lbr Akustik 30x60 Cm @ Rp. 54,000.00 = Rp. 313,200.00

Jumlah I Rp. 333,902.00




0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00


Jumlah I + II Rp. 353,792.00

23



11.500 Lbr Akustik 30x30 Cm @ Rp. 54,000.00 = Rp. 621,000.00

Jumlah I Rp. 645,222.00




0.0155 Oh Mandor @ Rp. 30,000.00 = Rp. 465.00


Jumlah I + II Rp. 668,707.50

24

Bahan 0.364 Lbr Gypsum Board (120x240x9) @ Rp. = Rp. 0.00


Jumlah I Rp. 786.50



1 M2 List Langit - langit Plywood 4 mm dan Rangka Kayu Borneo

M3

1 M2 List Langit - langit Akustik (30x60) Cm dan Rangka Kayu Borneo

M3

1 M2 List Langit - langit Akustik (30x30) Cm dan Rangka Kayu Borneo

M3

1 M2 List Langit - langit Gypsum Board, Tebal 9 mm


0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



K Analisa Biaya Konstruksi Pekerjaan Penutup Atap

1

Bahan 25.000 Bh Genteng Pelentong @ Rp. 2,500.00 = Rp. 62,500.00





0.008 Oh Mandor @ Rp. 30,000.00 = Rp. 240.00



2

Bahan 25.000 Bh Genteng Kodok @ Rp. 2,500.00 = Rp. 62,500.00





0.008 Oh Mandor @ Rp. 30,000.00 = Rp. 240.00



3

Bahan 12.000 Bh Genteng Kodok @ Rp. 2,500.00 = Rp. 30,000.00





0.008 Oh Mandor @ Rp. 30,000.00 = Rp. 240.00



4

Bahan 5.000 Bh Genteng Bubungan Pelentong @ Rp. 2,500.00 = Rp. 12,500.00



Jumlah I Rp. 362,380.00




0.002 Oh Mandor @ Rp. 30,000.00 = Rp. 60.00


Jumlah I + II Rp. 378,670.00

1 M2 Pasang Atap Genteng Pelentong Kecil

1 M2 Pasang Atap Genteng Kodok / Glazzur

1 M2 Pasang Atap Genteng Pelentong Super / Besar

1 M2 Pasang Genteng Bubungan Palentong

M3

5 1 M' Pasang Bubung Genteng Kodok Glazuur

Bahan 5.000 Bh Genteng Bubungan Kodok @ Rp. 2,500.00 = Rp. 12,500.00



Jumlah I Rp. 362,380.00




0.002 Oh Mandor @ Rp. 30,000.00 = Rp. 60.00


Jumlah I + II Rp. 378,670.00

6 1 M' Pasang Bubung Genteng Palentong Besar

Bahan 4.000 Bh Genteng Bubungan Pelentong @ Rp. 2,500.00 = Rp. 10,000.00



Jumlah I Rp. 359,880.00




0.002 Oh Mandor @ Rp. 30,000.00 = Rp. 60.00


Jumlah I + II Rp. 376,170.00

7

Bahan 0.600 Lbr Roof Light Fiberglass @ Rp. = Rp. 0.00


Jumlah I Rp. 412.50




0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



8

Bahan 0.500 Lbr Asbes Gelombang @ Rp. 66,000.00 = Rp. 33,000.00

0.120 Kg Paku Pancing 60 x 230 @ Rp. 9,100.00 = Rp. 1,092.00





0.008 Oh Mandor @ Rp. 30,000.00 = Rp. 240.00



9







0.008 Oh Mandor @ Rp. 30,000.00 = Rp. 240.00



10


M3

M3

1 M2 Pasang Roof Ligt Fiberglass ( 180 x 90 ) Cm

1 M2 Pasang Atap Asbes Gelombang ( 2.50 x 0.92 m ) x 5 mm








0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



11







0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



12







0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



13







0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



14











0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



15







0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



16







0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



17







0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



18







0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00







19







0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



20







0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



21







0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00



22 1 M' Pasang Bubungan Stel Gelombang 0.92 m

Bahan 2.400 Lbr Bubungan Stel Gelombang @ Rp. 24,000.00 = Rp. 57,600.00

6.000 Bh Paku Sekrup 3,5" @ Rp. 7,150.00 = Rp. 42,900.00

Jumlah I Rp. 100,500.00




0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00


Jumlah I + II Rp. 106,795.50

23 1 M' Pasang Nok Stel Gelombang 1.05 m

Bahan 2.100 Lbr Nok Stel Gelombang @ Rp. 24,000.00 = Rp. 50,400.00









0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00



24 1 M' Pasang Nok Stel Gelombang 1.08 m

Bahan 2.050 Lbr Nok Stel Gelombang @ Rp. 24,000.00 = Rp. 49,200.00






0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00



25 1 M' Pasang Nok Paten 0.92 m

Bahan 1.200 Lbr Nok Paten @ Rp. 24,000.00 = Rp. 28,800.00






0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00










0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00










0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00



28 1 M' Pasang Nok Stel Rata 0.92 m

Bahan 1.100 Lbr Nok Stel Rata @ Rp. 24,000.00 = Rp. 26,400.00






0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00



29 1 M' Pasang Nok Stel Rata 1.05 m

Bahan 1.100 Lbr Nok Stel Rata @ Rp. 24,000.00 = Rp. 26,400.00






0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00



30

Bahan 11.000 Bh Genteng Beton @ Rp. 2,500.00 = Rp. 27,500.00

0.030 Kg Paku 2" - 5" @ Rp. 9,350.00 = Rp. 280.50





0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



31

Bahan 6.900 Lbr Genteng Aspal @ Rp. 4,000.00 = Rp. 27,600.00

0.350 Lbr Plywood 4"x 8"x 6 mm @ Rp. 70,000.00 = Rp. 24,500.00


0.500 Bh Plastic Aerator @ Rp. = Rp. 0.00





0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



32

Bahan 1.020 Bh Genteng Metal @ Rp. 35,000.00 = Rp. 35,700.00

0.200 Kg Paku 2" - 5" @ Rp. 9,350.00 = Rp. 1,870.00




1 M2 Pasang Atap Genteng Beton

1 M2 Pasang Atap Genteng Aspal

1 M2 Pasang Atap Genteng Metal


0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



33

Bahan 60.000 Bh Genteng Sirap @ Rp. = Rp. 0.00

0.200 Kg Paku 1/2" - 1" @ Rp. 8,250.00 = Rp. 1,650.00





0.008 Oh Mandor @ Rp. 30,000.00 = Rp. 240.00



34 1 M' Pasang Nok Genteng Beton

Bahan 3.500 Bh Genteng Sirap @ Rp. = Rp. 0.00

0.050 Kg Paku 2" x 5" @ Rp. 9,350.00 = Rp. 467.50

10.800 Kg Semen Abu - abu @ Rp. = Rp. 0.00


1.000 Kg Semen Warna @ Rp. 3,200.00 = Rp. 3,200.00





0.020 Oh Mandor @ Rp. 30,000.00 = Rp. 600.00



35 1 M' Pasang Nok Genteng Aspal

Bahan 2.000 Bh Genteng Aspal @ Rp. 4,000.00 = Rp. 8,000.00


0.0035 Kayu Borneo Balok @ Rp. 880,000.00 = Rp. 3,080.00





0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00



36 1 M' Pasang Nok Genteng Metal

Bahan 1.100 Bh Genteng Derca Bond @ Rp. 35,000.00 = Rp. 38,500.00






0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00



1 M2 Pasang Atap Sirap

M3

M3

37 1 M' Pasang Nok Sirap

Bahan 0.400 Lbr Seng Plat 3"x 6" Bjls 28 @ Rp. 31,000.00 = Rp. 12,400.00



0.004 Kayu Borneo, Papan Tebal 3 Cm @ Rp. 990,000.00 = Rp. 3,960.00





0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00



38

Bahan 0.700 Lbr Seng Gelombang 3"x 6" Bjls 28 @ Rp. 26,400.00 = Rp. 18,480.00






0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00



39

Bahan 0.300 Lbr Seng Plat 3"x 6" Bjls 28 @ Rp. 31,000.00 = Rp. 9,300.00






0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00



40

Bahan 1.050 Atap Alluminium Gelombang Tebal 0.55 @ Rp. = Rp. 0.00

0.020 Kg Paku Hak Panjang 15 Cm @ Rp. 9,350.00 = Rp. 187.00

Jumlah I Rp. 187.00




0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00



41

Bahan 1.200 Nok Standar 40 Cm 18, Swg 22 @ Rp. 31,000.00 = Rp. 37,200.00

0.040 Kg Paku Hak Panjang 15 Cm @ Rp. 9,350.00 = Rp. 374.00


M3

1 M2 Pasang Atap Seng Gelombang

1 M2 Pasang Atap Nok Seng

1 M2 Pasang Atap Alluminium

M2

1 M2 Pasang Nok Alluminium

M2




0.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



42

Bahan 1.050 Sisalation / Alluminium Foil @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00




0.008 Oh Mandor @ Rp. 30,000.00 = Rp. 240.00



L Analisa Biaya Konstruksi Pekerjaan Penutup Lantai dan Dinding

1

Bahan 6.630 Bh Ubin Abu - Abu 40 x 40 Cm @ Rp. 0.00 = Rp. 0.00



Jumlah I Rp. 426,036.50




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 436,389.50

2




Jumlah I Rp. 434,667.50




0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00


Jumlah I + II Rp. 445,441.25

3




Jumlah I Rp. 450,769.50




0.0135 Oh Mandor @ Rp. 30,000.00 = Rp. 405.00


Jumlah I + II Rp. 461,964.00

4

Bahan 6.63 Bh Ubin Warna 40 x 40 Cm @ Rp. 0.00 = Rp. 0.00



0.900 Kg Semen Warna @ Rp. 0.00 = Rp. 0.00

1 M2 Pasang Alluminium Foil / Sisalation

M2

1 M2 Pasang Lantai Ubin Pc Abu - Abu Ukuran 40x40 Cm

M3


M3


M3

1 M2 Pasang Lantai Ubin Warna Ukuran 40x40 Cm

M3

Jumlah I Rp. 355,479.80




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 365,832.80

5





Jumlah I Rp. 364,110.80




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 374,463.80

6





Jumlah I Rp. 381,372.80




0.0135 Oh Mandor @ Rp. 30,000.00 = Rp. 405.00


Jumlah I + II Rp. 392,567.30

7

Bahan 6.250 Bh Ubin Teraso 40 x 40 Cm @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 382,881.50




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 393,234.50

8





Jumlah I Rp. 434,667.50


M3


M3

1 M2 Pasang Lantai Ubin Teraso Ukuran 40x40 Cm

M3


M3




0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00


Jumlah I + II Rp. 445,441.25

9





Jumlah I Rp. 426,036.50




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 436,389.50

10





Jumlah I Rp. 434,667.50




0.013 Oh Mandor @ Rp. 30,000.00 = Rp. 390.00


Jumlah I + II Rp. 445,441.25

11

Bahan 6.250 Bh Ubin Teralux Kerang 40 x 40 Cm @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 382,881.50




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 393,234.50

12

1 M2 Pasang Lantai Ubin Granito Ukuran 40x40 Cm

M3

1 M2 Pasang Lantai Ubin Granito Ukuran 30x30 Cm

M3

1 M2 Pasang Lantai Ubin Teralux Kerang Ukuran 40x40 Cm

M3

1 M2 Pasang Lantai Ubin Teralux Kerang Ukuran 30x30 Cm

Bahan 11.807 Bh Ubin Teralux Kerang 30 x 30 Cm @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 434,667.50




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 445,020.50

13

Bahan 5.600 Bh Ubin Teralux Marmer 60 x 60 Cm @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 359,964.45




0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00


Jumlah I + II Rp. 370,317.45

14





Jumlah I Rp. 382,881.50




0.034 Oh Mandor @ Rp. 30,000.00 = Rp. 1,020.00


Jumlah I + II Rp. 407,442.50

15





Jumlah I Rp. 434,667.50



M3

1 M2 Pasang Lantai Ubin Teralux Marmer Ukuran 60x60 Cm

M3


M3


M3


0.035 Oh Mandor @ Rp. 30,000.00 = Rp. 1,050.00


Jumlah I + II Rp. 463,788.50

16

Bahan 5.300 Bh Plin Ubin 15 x 20 Cm @ Rp. 0.00 = Rp. 0.00







0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00



17 1 M' Pasang Plin Ubin Pc Ukuran 10x30 Cm








0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00



18 1 M' Pasang Plin Ubin Pc Abu - Abu Ukuran 10x40 Cm








0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00



19 1 M' Pasang Plin Ubin Pc Warna Ukuran 10x20 Cm

Bahan 5.300 Bh Plin Ubin Pc Warna 10 x 20 Cm @ Rp. 0.00 = Rp. 0.00








0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00



1 M''Pasang Plin Ubin Pc Ukuran 15x20 Cm

M3

M3

M3

M3










0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00












0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00



22 1 M' Pasang Plin Ubin Teraso Ukuran 10x30 Cm

Bahan 3.530 Bh Plin Ubin Teraso 10 x 30 Cm @ Rp. 0.00 = Rp. 0.00








0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00



23 1 M' Pasang Plin Ubin Teraso Ukuran 10x40 Cm

Bahan 2.650 Bh Plin Ubin Teraso 10 x 40 Cm @ Rp. 0.00 = Rp. 0.00








M3

M3

M3

M3

0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00



24 1 M' Pasang Plin Ubin Granito Ukuran 10x40 Cm

Bahan 2.650 Bh Plin Ubin Granito 10 x 40 Cm @ Rp. 0.00 = Rp. 0.00








0.003 Oh Mandor @ Rp. 30,000.00 = Rp. 90.00



25 1 M' Pasang Plin Ubin Granito Ukuran 10x30 Cm

Bahan 3.330 Bh Plin Ubin Granito 10 x 30 Cm @ Rp. 0.00 = Rp. 0.00








0.0045 Oh Mandor @ Rp. 30,000.00 = Rp. 135.00



26 1 M' Pasang Plin Ubin Teralux Kerang Ukuran 10x40 Cm

Bahan 2.500 Bh Plin Ubin Teralux Kerang 10 x 40 Cm @ Rp. 0.00 = Rp. 0.00








0.0045 Oh Mandor @ Rp. 30,000.00 = Rp. 135.00



27 1 M' Pasang Plin Ubin Teralux Kerang Ukuran 10x30 Cm

Bahan 3.330 Bh Plin Ubin Teralux Kerang 10 x 30 Cm @ Rp. 0.00 = Rp. 0.00



M3

M3

M3

M3






0.0045 Oh Mandor @ Rp. 30,000.00 = Rp. 135.00



28 1 M' Pasang Plin Ubin Teralux Marmer Ukuran 10x60 Cm

Bahan 1.700 Bh Plin Ubin Teralux Marmer 10 x 60 Cm @ Rp. 0.00 = Rp. 0.00








0.0045 Oh Mandor @ Rp. 30,000.00 = Rp. 135.00












0.0045 Oh Mandor @ Rp. 30,000.00 = Rp. 135.00












0.0045 Oh Mandor @ Rp. 30,000.00 = Rp. 135.00


M3

M3

M3


31

Bahan 0.0036 Bahan Teraso Cor @ Rp. 40,400.00 = Rp. 145.44

Jumlah I Rp. 145.44




0.0045 Oh Mandor @ Rp. 30,000.00 = Rp. 135.00



32

Bahan 0.0036 Bahan Teralux Cor @ Rp. 40,400.00 = Rp. 145.44

Jumlah I Rp. 145.44




0.0045 Oh Mandor @ Rp. 30,000.00 = Rp. 135.00



33

Bahan 1.050 Ubin Tahan Asam @ Rp. 40,400.00 = Rp. 42,420.00

14.140 Kg Semen Tahan Asam @ Rp. 0.00 = Rp. 0.00






0.0135 Oh Mandor @ Rp. 30,000.00 = Rp. 405.00



34

Bahan 50.000 Bh Ubin Keramik Artistik 10x20 Cm @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 497,193.90




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 524,576.40

35





Jumlah I Rp. 497,193.90




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


1 M2 Pasang Teraso Cor ditempat

M3

1 M2 Pasang Teralux Cor ditempat, Tebal 3 Cm

M3

1 M2 Pasang Ubin Tahan Asam

M2

M3

1 M2 Pasang Lantai Keramik Artistik 10x20 Cm

M3


M3

Jumlah I + II Rp. 524,576.40

36





Jumlah I Rp. 497,193.90




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 524,576.40

37 1 M' Pasang Plint Keramik Artistik 10x20 Cm

Bahan 5.00 Bh Plint Keramik Artistik 10x20 Cm @ Rp. 0.00 = Rp. 0.00








0.0045 Oh Mandor @ Rp. 30,000.00 = Rp. 135.00












0.0045 Oh Mandor @ Rp. 30,000.00 = Rp. 135.00












0.0045 Oh Mandor @ Rp. 30,000.00 = Rp. 135.00




M3

M3

M3

M3

40 1 M' Internal Cove Artistik ( 5x5x20) Cm

Bahan 10.000 Bh Internal Cove (5x5x20) Cm @ Rp. = Rp. 0.00








0.0375 Oh Mandor @ Rp. 30,000.00 = Rp. 1,125.00


Jumlah I + II Rp. 100,761.83

41 1 M' Pasang Plint Vinyil Tanpa Adukan

Bahan 3.500 Bh Lt Vinyil karet 30x30 Kwl I @ Rp. 17,416.67 = Rp. 60,958.34

0.080 Kg Lem Vinyil @ Rp. 3,000.00 = Rp. 240.00





0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00



42





Jumlah I Rp. 497,193.90




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 524,576.40

43

Bahan 44.000 Bh Ubin Keramik 15x15 Cm @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 497,193.90



M3

1 M2 Pasang Lantai Keramik 10x20 Cm

M3


M3


0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 524,576.40

44





Jumlah I Rp. 497,193.90




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 524,576.40

45





Jumlah I Rp. 497,193.90




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 524,576.40

46





Jumlah I Rp. 497,193.90




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 524,576.40

47


M3


M3


M3






Jumlah I Rp. 497,193.90




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 524,576.40

48

Bahan 10.000 Bh Ubin Keramik 33x33 Cm Anti Slip @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 497,193.90




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 524,576.40

49





Jumlah I Rp. 497,193.90




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 524,576.40

50

Bahan 12.000 Bh Mosaik 30x30 Cm @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 616,298.25




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 643,680.75

M3

1 M2 Pasang Lantai Keramik 33x33 Cm Anti Slip

M3


M3

1 M2 Pasang Lantai Mosaik 30x30 Cm, Ex Lokal

M3

51 Plint Lantai

1 M' Pasang Plin Lantai

Bahan 3.530 Bh Plin @ Rp. 0.00 = Rp. 0.00








0.004 Oh Mandor @ Rp. 30,000.00 = Rp. 120.00



52

Bahan 1.050 Feltex Carpet 100 % Wool T-21 @ Rp. 66,000.00 = Rp. 69,300.00

0.350 Kg Lem Vinyil @ Rp. 3,000.00 = Rp. 1,050.00



0.170 Oh Tukang @ Rp. = Rp. 0.00


0.0085 Oh Mandor @ Rp. 30,000.00 = Rp. 255.00



53

Bahan 1.050 Carpet 80 % Wool, 20% Nylon @ Rp. 49,500.00 = Rp. 51,975.00




0.170 Oh Tukang @ Rp. = Rp. 0.00


0.0085 Oh Mandor @ Rp. 30,000.00 = Rp. 255.00



54

Bahan 1.050 Underlyer Tebal 6 mm / Rubber Corrugated @ Rp. 44,000.00 = Rp. 46,200.00



0.120 Oh Tukang @ Rp. = Rp. 0.00


0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00



55

Bahan 1.050 Carpet @ Rp. 44,000.00 = Rp. 46,200.00




0.170 Oh Tukang @ Rp. = Rp. 0.00


0.0085 Oh Mandor @ Rp. 30,000.00 = Rp. 255.00

M3

1 M2 Pasang Lantai Karpet 100 % Wool

M2

1 M2 Pasang Lantai Karpet 80 % Wool, 20% Nylon

M2

1 M2 Pasang Underlyer, Tebal 6 mm

M2

1 M2 Pasang Lantai Karpet

M2



56

Bahan 1.050 Parguet Jati @ Rp. 44,000.00 = Rp. 46,200.00




0.350 Oh Tukang @ Rp. = Rp. 0.00


0.0325 Oh Mandor @ Rp. 30,000.00 = Rp. 975.00



57

Bahan 1.050 Gymfloor @ Rp. 44,000.00 = Rp. 46,200.00




0.350 Oh Tukang @ Rp. = Rp. 0.00


0.0325 Oh Mandor @ Rp. 30,000.00 = Rp. 975.00



58

Bahan 83.000 Bh Porseli 11x11 Cm, Putih @ Rp. 57,200.00 = Rp. 4,747,600.00

9.300 Kg Semen Abu - Abu @ Rp. 0.00 = Rp. 0.00



Jumlah I Rp. 4,750,210.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 4,782,565.00

59

Bahan 83.000 Bh Porseli 11x11 Cm, Warna @ Rp. 0.00 = Rp. 0.00

9.300 Kg Semen Abu - Abu @ Rp. 30,000.00 = Rp. 279,000.00



Jumlah I Rp. 281,610.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


1 M2 Pasang Lantai Parguet Jati

M2

1 M2 Pasang Gymfloor

M2

1 M2 Pasang Dinding Porselin 11x11 Cm, Putih

M3

1 M2 Pasang Dinding Porselin 11x11 Cm, Warna

M3

Jumlah I + II Rp. 313,965.00

60

Bahan 45.000 Bh Porseli 15x15 Cm, Putih @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 281,610.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 311,827.50

61





Jumlah I Rp. 281,610.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 311,827.50

62





Jumlah I Rp. 281,610.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 311,827.50

63




1 M2 Pasang Dinding Porselin 15x15 Cm, Putih

M3


M3


M3


M3


Jumlah I Rp. 281,610.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 311,827.50

64

Bahan 100.000 Bh Keramik Artistik 20x20 Cm @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 281,610.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 311,827.50

65

Bahan 100.000 Bh Keramik Artistik 5x20 Cm @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 281,610.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 311,827.50

66

Bahan 50.000 Bh Keramik 10x20 Cm @ Rp. 0.00 = Rp. 0.00




Jumlah I Rp. 281,610.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 311,827.50

1 M2 Pasang Dinding Keramik Artistik 10x20 Cm

M3

1 M2 Pasang Dinding Keramik Artistik 5x20 Cm

M3

1 M2 Pasang Dinding Keramik 10x20 Cm

M3

67





Jumlah I Rp. 281,610.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 311,827.50

68









0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00



67









1.500 Oh Mandor @ Rp. 30,000.00 = Rp. 45,000.00



68

Bahan 1.020 Marmer @ Rp. = Rp. 0.00

2.000 Bh Pacu Pancing 60x230 @ Rp. 16,850.00 = Rp. 33,700.00








0.035 Oh Mandor @ Rp. 30,000.00 = Rp. 1,050.00


Jumlah I + II Rp. 117,010.50

69

Bahan 60.000 Bh Bata Pelapis Dinding @ Rp. 900.00 = Rp. 54,000.00




M3


M3


M3

1 M2 Pasang Dinding Marmer

M2

M3

1 M2 Pasang Dinding Bata Pelapis 7x3x24 Cm

M3





0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 130,508.00

70

Bahan 80.000 Bh Bata Pelapis Klinker @ Rp. 900.00 = Rp. 72,000.00



Jumlah I Rp. 115,433.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 142,815.50

71

Bahan 1.050 Batu Poros @ Rp. 95,000.00 = Rp. 99,750.00



Jumlah I Rp. 142,425.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 169,807.50

72

Bahan 1.050 Batu Tempel Hitam @ Rp. 95,000.00 = Rp. 99,750.00



Jumlah I Rp. 142,425.00




0.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00


Jumlah I + II Rp. 169,807.50

73

Bahan 11.050 Bh Vinyil Karet 30x30 Cm KLI @ Rp. 17,416.67 = Rp. 192,454.20

1 M2 Pasang Dinding Bata Klinker 5x5x24 Cm

M3

1 M2 Pasang Dinding Batu Poros

M2

M3

1 M2 Pasang Dinding Batu Tempel Hitam

M2

M3

1 M2 Pasang Lantai Vinyil Karet 30x30 Cm KLI


Jumlah I Rp. 193,504.20




0.0075 Oh Mandor @ Rp. 30,000.00 = Rp. 225.00


Jumlah I + II Rp. 202,301.70

74

Bahan 11.050 Bh Vinyil Karet 30x30 Cm KLII @ Rp. 17,416.67 = Rp. 192,454.20


Jumlah I Rp. 193,504.20




0.0075 Oh Mandor @ Rp. 30,000.00 = Rp. 225.00


Jumlah I + II Rp. 202,301.70

75

Bahan 11.050 Bh Vinyil Asbes 30x30 Cm @ Rp. 0.00 = Rp. 0.00






0.0075 Oh Mandor @ Rp. 30,000.00 = Rp. 225.00



76

Bahan 11.050 Bh Vinyil Motif Kembang Ex DN @ Rp. = Rp. 0.00






0.0075 Oh Mandor @ Rp. 30,000.00 = Rp. 225.00



77

Bahan 1.100 Bh Vinyil Wall Covering, Lebar 50 Cm @ Rp. = Rp. 0.00

0.250 Kg Lem Vinyil @ Rp. 3,000.00 = Rp. 750.00

Jumlah I Rp. 750.00




0.0085 Oh Mandor @ Rp. 30,000.00 = Rp. 255.00

1 M2 Pasang Lantai Vinyil Karet 30x30 Cm KLII

1 M2 Pasang Lantai Vinyil Asbes 30x30 Cm

1 M2 Pasang Lantai Vinyil Motif Kembang 30x30 Cm

1 M2 Pasang Wall Covering Lebar 50 Cm



78

Bahan 3.000 Kg Floor Hardener Ferrovax @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00




0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00



79

Bahan 5.000 Kg Mastercron "S" @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00




0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00



80

Bahan 0.0024 M3 Kayu Jati, Papan @ Rp. 1,450,000.00 = Rp. 3,480.00

0.050 Kg Paku Skrup 3,5" 7,150.00 = Rp. 357.50





0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00



M Analisa Biaya Konstruksi Pekerjaan Pengecatan

1 M2 Floor Hardener Ferrovax

1 M2 Floor Hardener Mastercron

1 M2 Plint Kayu 2x10 Cm

1

Bahan 0.050 Kg Soda Api @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00


Oh Tukang Cat @ Rp. 28,000.00 = Rp. 0.00

Oh Kepala Tukang @ Rp. 28,500.00 = Rp. 0.00

0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



2

Bahan 0.050 Kg Sabun @ Rp. 5,000.00 = Rp. 250.00

Jumlah I Rp. 250.00




0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



3


Jumlah I Rp. 250.00




0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



4


Jumlah I Rp. 250.00




0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



5

Bahan 40.000 Kg Pasir Silika @ Rp. 165,000.00 = Rp. 6,600,000.00

10.000 Ltr BBM @ Rp. 2,200.00 = Rp. 22,000.00

Jumlah I Rp. 6,622,000.00


1.600 Oh Tukang Cat @ Rp. 28,000.00 = Rp. 44,800.00


0.500 Oh Mandor @ Rp. 30,000.00 = Rp. 15,000.00


Jumlah I + II Rp. 6,743,000.00

6

Bahan 0.080 Kg Dempul Jadi @ Rp. 13,200.00 = Rp. 1,056.00

0.020 Kg Minyak Cat @ Rp. 2,750.00 = Rp. 55.00

0.010 Kg Batu Apung @ Rp. = Rp. 0.00


1 M2 Mengikis / Mengerok Permukaan Cat Tembok Lama

1 M2 Mencuci Bidang Permukaan Tembok yang Pernah di Cat

1 M2 Mengerok Karat Cat Lama Permukaan Baja dengan Cara Manual

1 M2 Menyabun Permukaan Tembok Lama

1 M2 Mengerok Karat atau Cat Lama Permukaan Baja dengan Pancar

Pasir (Sanblasting) dengan Tingkat Kebersihan Sa 2 1/2

1 M2 Mendempul dan Menggosok Kayu




0.0024 Oh Mandor @ Rp. 30,000.00 = Rp. 72.00



7

Bahan 0.150 Kg Plamir @ Rp. 0.00 = Rp. 0.00

0.170 Kg Cat Dasar @ Rp. 11,000.00 = Rp. 1,870.00

0.170 Kg Cat Penutup @ Rp. 231,000.00 = Rp. 39,270.00





0.0024 Oh Mandor @ Rp. 30,000.00 = Rp. 72.00



8

2 Lapis Cat Penutup

Bahan 0.200 Kg Cat Meni @ Rp. 12,650.00 = Rp. 2,530.00

0.150 Kg Plamir @ Rp. 0.00 = Rp. 0.00

0.170 Kg Cat Dasar @ Rp. 11,000.00 = Rp. 1,870.00

0.260 Kg Cat Penutup 2 Kali @ Rp. 231,000.00 = Rp. 60,060.00



0.009 Oh Tukang Cat @ Rp. 28,000.00 = Rp. 252.00


0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



9

3 Lapis Cat Penutup

Bahan 0.200 Kg Cat Meni @ Rp. 12,650.00 = Rp. 2,530.00

0.150 Kg Plamir @ Rp. 0.00 = Rp. 0.00

0.170 Kg Cat Dasar @ Rp. 11,000.00 = Rp. 1,870.00






0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



10

1 M2 Pengecatan Bidang Kayu lama

1 M2 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 1 Lapis Cat Dasar,

1 M2 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 1 Lapis Cat Dasar,

1 M2 Pelaburan Bidang Kayu dengan Teak Oil

Bahan 0.360 Ltr Teak Oil @ Rp. 18,050.00 = Rp. 6,498.00





0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



11

Bahan 0.150 Ltr Politur @ Rp. 22,000.00 = Rp. 3,300.00

0.372 Ltr Politur Jadi @ Rp. 22,000.00 = Rp. 8,184.00

2.000 Lbr Ampelas @ Rp. 1,980.00 = Rp. 3,960.00


Tenaga Oh Pekerja @ Rp. 24,000.00 = Rp. 0.00



0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



12

Bahan 0.350 Ltr Residu atau Ter @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00




0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00



13

Bahan 0.150 Ltr Vernis @ Rp. 22,000.00 = Rp. 3,300.00

0.050 Kg Dempul @ Rp. 13,200.00 = Rp. 660.00

0.100 Lbr Ampelas @ Rp. 1,980.00 = Rp. 198.00

0.010 Bh Kuas @ Rp. 5,500.00 = Rp. 55.00





0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



1 M2 Pelaburan Bidang Kayu dengan Politur

1 M2 Pelaburan Bidang Kayu dengan Cat Residu dan Ter

1 M2 Pelaburan Bidang Kayu dengan Vernis

14

Cat Penutup)


0.100 Kg Cat Dasar @ Rp. 11,000.00 = Rp. 1,100.00






0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



15

Cat Penutup)


0.100 Kg Cat Dasar @ Rp. 11,000.00 = Rp. 1,100.00






0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



16

Bahan 0.120 Kg Cat Dasar @ Rp. 11,000.00 = Rp. 1,320.00






0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



17

Bahan 0.100 Kg Kalkarium @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00




0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



18

Bahan 0.100 Lbr Ampelas @ Rp. 4,500.00 = Rp. 450.00

0.250 Ikat Alang - Alang @ Rp. = Rp. 0.00

0.002 Perancah Kayu @ Rp. 880,000.00 = Rp. 1,760.00

1 M2 Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis

1 M2 Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis

1 M2 Pengecatan Tembok Baru (1 Lapis Cat Dasar, 2 Lapis Cat Penutup)

1 M2 Melebur Tembok dengan Kalkarium

1 M2 Melebur Tembok dengan Kapur Sirih

M3

0.150 Kg Kapur Sirih @ Rp. 27,500.00 = Rp. 4,125.00





0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



19

Bahan 0.002 Perancah Kayu @ Rp. 880,000.00 = Rp. 1,760.00

0.300 Kg Kapur Sirih @ Rp. 27,500.00 = Rp. 8,250.00





0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



20

Bahan 1.200 Wall Paper @ Rp. = Rp. 0.00

0.200 Kg Perekat @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00




0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00



21

Bahan 0.100 Kg Meni Besi @ Rp. 12,650.00 = Rp. 1,265.00

0.010 Bh Kuas @ Rp. 5,500.00 = Rp. 55.00





0.01 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00



22

Bahan 0.100 Kg Meni Besi @ Rp. 12,650.00 = Rp. 1,265.00

0.010 Bh Kuas @ Rp. 5,500.00 = Rp. 55.00

0.002 Perancah Kayu @ Rp. 1,485,000.00 = Rp. 2,970.00





0.0075 Oh Mandor @ Rp. 30,000.00 = Rp. 225.00



23

Sistim 4 Lapis Cat Konfensional dengan Tebal 200 Um

Bahan 0.100 Kg Meni (Read Lead) A @ Rp. 12,650.00 = Rp. 1,265.00

0.100 Kg Meni (Read Lead) B @ Rp. 12,650.00 = Rp. 1,265.00

0.040 Kg Alluminium C @ Rp. = Rp. 0.00

1 M2 Melebur Tembok Lama dengan Kapur Sirih ( untuk Pemeliharaan )

M3

1 M2 Pemasangan Wall Paper

M3

1 M2 Pengecatan Permukaan Baja dengan Meni Besi

1 M2 Pengecatan Permukaan Baja dengan Meni Besi dan Perancah

M3

1 M2 Pengecatan Permukaan Baja Lapis Seng (Galbani) Secara Manual

0.040 Kg Alluminium A @ Rp. = Rp. 0.00

0.010 Ltr Pengencer @ Rp. 2,750.00 = Rp. 27.50

0.002 Perancah Kayu @ Rp. 880,000.00 = Rp. 1,760.00





0.0075 Oh Mandor @ Rp. 30,000.00 = Rp. 225.00



24

Sistim 1 Lapis Cat Mutakhir dengan Tebal 200 Um

Bahan 0.300 Kg Cat @ Rp. 0.00 = Rp. 0.00

Jumlah I Rp. 0.00




0.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00



N Analisa Biaya Konstruksi Pekerjaan Sanitasi

1

Bahan 1.00 Bh Kloset Duduk/ Monoblok @ Rp. 198,000.00 = Rp. 198,000.00

6%Harga ClosetPerlengkapan @ Rp. 11,880.00 = Rp. 712.80

Jumlah I Rp. 198,712.80




0.160 Oh Mandor @ Rp. 30,000.00 = Rp. 4,800.00


Jumlah I + II Rp. 315,744.30

2 Memasang 1 Buah Closet Jongkok Porselen

Bahan 1.000 Bh Kloset Jongkok Porselen @ Rp. 66,000.00 = Rp. 66,000.00



Jumlah I Rp. 348,130.00




0.160 Oh Mandor @ Rp. 30,000.00 = Rp. 4,800.00


Jumlah I + II Rp. 469,180.00

3 Memasang 1 Buah Closet Jongkok Teraso

Bahan 1.000 Bh Kloset Jongkok Teraso @ Rp. 33,000.00 = Rp. 33,000.00

7.000 Bh Bata Merah 5x11x22 Cm @ Rp. 900.00 = Rp. 6,300.00



Jumlah I Rp. 299,680.00




M3

1 M2 Pengecatan Permukaan Baja Lapis Seng (Galbani) Secara Manual

Memasang 1 Buah Closet Duduk/ Monoblok

M3

M3

0.110 Oh Mandor @ Rp. 30,000.00 = Rp. 3,300.00


Jumlah I + II Rp. 381,430.00

4 Memasang 1 Buah Urinoir

Bahan 1.000 Bh Urinoir @ Rp. 442,450.00 = Rp. 442,450.00

30%Harga UrinoirPerlengkapan @ Rp. 132,735.00 = Rp. 39,820.50



Jumlah I Rp. 742,650.50




0.100 Oh Mandor @ Rp. 30,000.00 = Rp. 3,000.00


Jumlah I + II Rp. 802,800.50

5 Memasang 1 Buah Urinoir


30%Harga UrinoirPerlengkapan @ Rp. 132,735.00 = Rp. 39,820.50



Jumlah I Rp. 742,650.50




0.100 Oh Mandor @ Rp. 30,000.00 = Rp. 3,000.00


Jumlah I + II Rp. 802,800.50

6 Memasang 1 Buah Wastafel


12%Harga ClosetPerlengkapan @ Rp. 23,100.00 = Rp. 2,772.00



Jumlah I Rp. 215,922.00




0.100 Oh Mandor @ Rp. 30,000.00 = Rp. 3,000.00


Jumlah I + II Rp. 295,947.00

7

Bahan 1.000 Bh Bak Teraso @ Rp. 88,000.00 = Rp. 88,000.00



Jumlah I Rp. 348,380.00




0.110 Oh Mandor @ Rp. 30,000.00 = Rp. 3,300.00


Jumlah I + II Rp. 426,785.00

M3

M3

M3

Memasang 1 Buah Bak Mandi Teraso Volume 0.30 M3

M3

8

Bahan 1.000 1 Bh Bak Fiberglass @ Rp. 66,000.00 = Rp. 66,000.00

18% Harga Bak Perlengkapan @ Rp. 11,880.00 = Rp. 2,138.40





0.110 Oh Mandor @ Rp. 30,000.00 = Rp. 3,300.00


Jumlah I + II Rp. 212,648.40

9

Bahan 0.400 Batu bata @ Rp. 1,210.00 = Rp. 484.00



360.000 Bh Porselen (11x11) Cm @ Rp. 55,000.00 = Rp. 19,800,000.00

6.000 Kg Semen Nat @ Rp. = Rp. 0.00

Jumlah I Rp. 25,022,584.00




0.300 Oh Mandor @ Rp. 30,000.00 = Rp. 9,000.00


Jumlah I + II Rp. 25,275,034.00

10 Memasang 1 Buah Badkip Porselen

Bahan 1.000 Bh Badkip @ Rp. = Rp. 0.00

20%Harga BadkipPerlengkapan @ Rp. = Rp. 0.00

Jumlah I Rp. 0.00

Tenaga Oh Pekerja @ Rp. 24,000.00 = Rp. 0.00



0.250 Oh Mandor @ Rp. 30,000.00 = Rp. 7,500.00



11

Bahan 0.900 @ Rp. 1,210.00 = Rp. 1,089.00

180.000 Kg Besi Beton @ Rp. 0.00 = Rp. 0.00

1.100 Kayu cetakan @ Rp. 715,000.00 = Rp. 786,500.00

5.000 Ubin Porselen @ Rp. 0.00 = Rp. 0.00

10%H. Total BahanPerlengkapan @ Rp. 30,600.00 = Rp. 3,060.00

Jumlah I Rp. 790,649.00

Memasang 1 Buah Bak Mandi Fiberglass Volume 0.30 M3

Memasang 1 Buah Bak Mandi Batu Bata Volume 0.30 M3

M3

M3

Membuat 1 Buah Bak Beton Volume 1 M3 Air

M3 Beton 1 : 1 1/2 : 2 1/2

M3

M2




0.900 Oh Mandor @ Rp. 30,000.00 = Rp. 27,000.00


Jumlah I + II Rp. 1,064,999.000

12

Bahan 1.000 Bh Bak Fiberglass @ Rp. 66,000.00 = Rp. 66,000.00

12%H. Total BahanPerlengkapan @ Rp. 7,920.00 = Rp. 950.40





0.900 Oh Mandor @ Rp. 30,000.00 = Rp. 27,000.00


Jumlah I + II Rp. 329,300.400

13 Memasang Pipa Penyalur Air Limbah Jenis Pipa Tanah, Diameter 15 Cm

Bahan 1.600 Bh Pipa Tanah @ Rp. 150,000.00 = Rp. 240,000.00

0.680 Kg Semen portland @ Rp. 43,155.00 = Rp. 29,345.40


0.011 Pasir Urug @ Rp. 130,000.00 = Rp. 1,430.00

Jumlah I Rp. 272,660.40




0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00


Jumlah I + II Rp. 275,169.90

14 Memasang Pipa Penyalur Air Limbah Jenis Pipa Tanah, Diameter 20 Cm

Bahan 1.600 Bh Pipa Tanah @ Rp. 155,000.00 = Rp. 248,000.00



0.014 Pasir Urug @ Rp. 130,000.00 = Rp. 1,820.00

Jumlah I Rp. 289,394.85




0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00


Jumlah I + II Rp. 292,850.85

15 Memasang 1 M' Pipa Beton, Diameter 15 Cm - 20 Cm

Bahan 1.100 Bh Pipa Beton @ Rp. 150,000.00 = Rp. 165,000.00

0.027 Batu Bata @ Rp. 900.00 = Rp. 24.30



0.024 Pasir Urug @ Rp. 130,000.00 = Rp. 3,120.00

Jumlah I Rp. 345,431.90




0.007 Oh Mandor @ Rp. 30,000.00 = Rp. 210.00

Membuat 1 Buah Bak Fiberglass Volume 1 M3 Air

M3

M3

M3

M3

M3

M3

M3


Jumlah I + II Rp. 351,322.40

16 Memasang 1 M' Pipa Beton, Diameter 30 Cm - 100 Cm

Bahan 1.100 Bh Pipa Beton @ Rp. 155,000.00 = Rp. 170,500.00

0.550 Batu Bata @ Rp. 900.00 = Rp. 495.00



0.069 Pasir Urug @ Rp. 130,000.00 = Rp. 8,970.00

Jumlah I Rp. 633,306.50




0.019 Oh Mandor @ Rp. 30,000.00 = Rp. 570.00


Jumlah I + II Rp. 649,295.00

17 Memasang 1 Buah Bak Kontrol Pasangan Batu Bata Ukuran (30x30) Cm, Tinggi 35 Cm

Bahan 0.145 Batu Bata @ Rp. 900.00 = Rp. 130.50



0.070 Kerikil Beton @ Rp. 137,500.00 = Rp. 9,625.00


0.060 Pasir Beton @ Rp. 165,000.00 = Rp. 9,900.00

Jumlah I Rp. 1,928,625.50




0.016 Oh Mandor @ Rp. 30,000.00 = Rp. 480.00


Jumlah I + II Rp. 2,036,402.750







0.090 Pasir Beton @ Rp. 165,000.00 = Rp. 14,850.00

Jumlah I Rp. 3,359,610.00




0.071 Oh Mandor @ Rp. 30,000.00 = Rp. 2,130.00


Jumlah I + II Rp. 3,411,490.500




M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3




0.120 Pasir Beton @ Rp. 165,000.00 = Rp. 19,800.00

Jumlah I Rp. 4,971,021.40




0.108 Oh Mandor @ Rp. 30,000.00 = Rp. 3,240.00



Jumlah I + II Rp. 5,052,369.400

20 Memasang 1 M' Pipa Galvanis Diameter 1/2"

Bahan 1.200 M' Pipa Galvanis @ Rp. 0.00 = Rp. 0.00

35.0 % Harga Pipa Perlengkapan @ Rp. 1,085.00 = Rp. 379.75

Jumlah I Rp. 379.75




0.027 Oh Mandor @ Rp. 30,000.00 = Rp. 810.00



21 Memasang 1 M' Pipa Galvanis Diameter 3/4"



Jumlah I Rp. 428.75




0.027 Oh Mandor @ Rp. 30,000.00 = Rp. 810.00



22 Memasang 1 M' Pipa Galvanis Diameter 1"

Bahan 1.200 1.2 M' Pipa Galvanis @ Rp. 0.00 = Rp. 0.00

35.0 % Harga Pipa Perlengkapan @ Rp. 18,742.50 = Rp. 6,559.88





0.027 Oh Mandor @ Rp. 30,000.00 = Rp. 810.00



23



Jumlah I Rp. 796.25



M3

M3

M3

Memasang 1 M' Pipa Galvanis Diameter 11/2"


0.0054 Oh Mandor @ Rp. 30,000.00 = Rp. 162.00










0.0054 Oh Mandor @ Rp. 30,000.00 = Rp. 162.00










0.0068 Oh Mandor @ Rp. 30,000.00 = Rp. 204.00


Jumlah I + II Rp. 12,387.450

26 Memasang 1 M' Pipa PVC Tipe AW Diameter 1/2"

Bahan 1.200 M' Pipa PVC @ Rp. 0.00 = Rp. 0.00

35.0 % Harga Pipa Perlengkapan @ Rp. 196.00 = Rp. 68.60

Jumlah I Rp. 68.60




0.0018 Oh Mandor @ Rp. 30,000.00 = Rp. 54.00



27 Memasang 1 M' Pipa PVC Tipe AW Diameter 3/4"



Jumlah I Rp. 85.75




0.0018 Oh Mandor @ Rp. 30,000.00 = Rp. 54.00



28 Memasang 1 M' Pipa PVC Tipe AW Diameter 1"



Jumlah I Rp. 25.97




0.0018 Oh Mandor @ Rp. 30,000.00 = Rp. 54.00



29



Jumlah I Rp. 25.97




0.0018 Oh Mandor @ Rp. 30,000.00 = Rp. 54.00






Jumlah I Rp. 36.02




0.0027 Oh Mandor @ Rp. 30,000.00 = Rp. 81.00



31



Jumlah I Rp. 388.00




0.0018 Oh Mandor @ Rp. 30,000.00 = Rp. 54.00






Jumlah I Rp. 61.01




0.0041 Oh Mandor @ Rp. 30,000.00 = Rp. 123.00



Memasang 1 M' Pipa PVC Tipe AW Diameter 11/2"

Memasang 1 M' Pipa PVC Tipe AW Diameter 21/2"




Jumlah I Rp. 92.12




0.0041 Oh Mandor @ Rp. 30,000.00 = Rp. 123.00



34 Memasang 1 Buah Bak Cuci Piring Stainless Steel

Bahan 1.000 Bh Bak Cuci Stainless Steel @ Rp. 286,000.00 = Rp. 286,000.00

1.000 Set Water Drain dan Asesories @ Rp. 13,000.00 = Rp. 13,000.00

Jumlah I Rp. 299,000.00




0.0015 Oh Mandor @ Rp. 30,000.00 = Rp. 45.00


Jumlah I + II Rp. 309,710.00

35 Memasang 1 Buah Bak Cuci Piring Teraso

Bahan 1.000 Bh Bak Cuci Teraso @ Rp. 88,000.00 = Rp. 88,000.00

1.000 Bh Water Drain dan Asesories @ Rp. 13,000.00 = Rp. 13,000.00


0.0025 Pasir @ Rp. 165,000.00 = Rp. 412.50

Jumlah I Rp. 964,512.50




0.0025 Oh Mandor @ Rp. 30,000.00 = Rp. 75.00


Jumlah I + II Rp. 982,362.50

36 Memasang 1 Buah Kran Diameter 3/4" atau 1/2"

Bahan 1.000 Bh Kran Air @ Rp. 23,450.00 = Rp. 23,450.00

0.025 Bh Seal Tape @ Rp. 1,500.00 = Rp. 37.50





0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



37 Memasang 1 Buah Floor Drain

Bahan 1.000 Bh Floor Drain @ Rp. 5,750.00 = Rp. 5,750.00


M3




0.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00



D A F T A R A N A L I S A

90,042.25

16,460.00

106,502.25

132,934.75

16,460.00

149,394.75

1,271,850.70

14,060.00

1,285,910.70

17,644.00

5,680.00

23,324.00

1,141,276.00

142,900.00

1,284,176.00

290,837.55

88,100.00

378,937.55

354,550.00

72,450.00

427,000.00

25,500.00

25,500.00

356,770.80

88,100.00

444,870.80

44,068.00

8,595.00

52,663.00

15,125.00

7,922.50

23,047.50

25,600.00

25,500.00

51,100.00

169,998.00

169,998.00

160,998.00

160,998.00

6,510.00

2,356.00

8,866.00

890,515.00

13,412.00

903,927.00

10,800.00

10,800.00

14,184.00

14,184.00

19,830.00

19,830.00

16,860.00

16,860.00

33,750.00

33,750.00

22,242.00

22,242.00

1,350.00

1,350.00

13,884.00

13,884.00

5,178.00

5,178.00

13,500.00

13,500.00

156,000.00

7,500.00

163,500.00

45,897.50

33,606.00

79,503.50

5,500.00

33,574.50

39,074.50

33,000.00

4,050.00

37,050.00

132,000.00

6,750.00

138,750.00

36,750.00

28,140.00

64,890.00

153,000.00

30,001.50

183,001.50

488,365.20

54,360.00

542,725.20

396,862.70

54,360.00

451,222.70

365,805.00

54,360.00

420,165.00

349,171.20

54,360.00

403,531.20

320,585.30

54,360.00

374,945.30

300,761.60

54,360.00

355,121.60

286,827.70

54,360.00

341,187.70

264,387.10

54,360.00

318,747.10

239,118.60

54,360.00

293,478.60

195,178.00

54,360.00

249,538.00

324,703.60

54,360.00

379,063.60

232,531.60

54,360.00

286,891.60

219,324.60

54,360.00

273,684.60

743,671.20

104,677.50

848,348.70

450,793.00

69,465.00

520,258.00

399,769.05

47,710.50

447,479.55

319,190.90

36,975.00

356,165.90

447,956.10

50,287.50

498,243.60

376,830.70

50,287.50

427,118.20

376,830.70

50,287.50

427,118.20

18,971.00

28,443.00

47,414.00

393,289.20

50,287.50

443,576.70

439,668.00

50,287.50

489,955.50

492,461.20

50,287.50

542,748.70

451,676.70

50,287.50

501,964.20

517,956.60

50,287.50

568,244.10

576,224.90

50,287.50

626,512.40

572,264.00

50,287.50

622,551.50

490,476.60

50,287.50

540,764.10

490,476.60

89,602.50

580,079.10

456,587.10

89,602.50

546,189.60

510,357.70

89,602.50

599,960.20

545,440.00

89,602.50

635,042.50

688,106.50

89,602.50

777,709.00

534,440.00

89,602.50

624,042.50

157,500.00

2,254.50

159,754.50

162,750.00

2,254.50

165,004.50

162,750.00

14,340.00

177,090.00

162,750.00

14,340.00

177,090.00

162,750.00

14,340.00

177,090.00

162,750.00

14,340.00

177,090.00

6,337.50

409.05

6,746.55

6,272.50

294.75

6,567.25

86,965.00

1,473.75

88,438.75

32,880.00

15,371.00

48,251.00

36,455.00

15,371.00

51,826.00

108,410.00

17,560.50

125,970.50

111,050.00

18,040.50

129,090.50

178,810.00

18,040.50

196,850.50

123,260.00

18,040.50

141,300.50

100,357.50

18,040.50

118,398.00

531,507.80

186,150.00

717,657.80

523,990.00

186,150.00

710,140.00

32,296.00

5,367.50

37,663.50

1,540,351.30

173,852.50

1,714,203.80

1,900,111.30

223,613.50

2,123,724.80

2,563,951.30

289,647.50

2,853,598.80

2,525,701.30

274,320.00

2,800,021.30

2,362,901.30

264,710.00

2,627,611.30

2,418,141.30

265,402.50

2,683,543.80

30,586.90

3,381.00

33,967.90

32,303.55

5,607.00

37,910.55

1,012.00

1,818.00

2,830.00

0.00

38,107.50

38,107.50

0.00

60,165.00

60,165.00

0.00

64,488.00

64,488.00

0.00

68,760.00

68,760.00

0.00

60,163.50

60,163.50

0.00

28,560.00

28,560.00

0.00

73,663.50

73,663.50

0.00

60,163.50

60,163.50

0.00

20,055.00

20,055.00

0.00

20,055.00

20,055.00

0.00

61,560.00

61,560.00

83,952.00

5,730.00

89,682.00

14,652.00

5,730.00

20,382.00

14,652.00

5,730.00

20,382.00

15,752.00

5,730.00

21,482.00

30,415.00

11,460.00

41,875.00

23,520.50

16,425.00

39,945.50

30,874.00

13,785.00

44,659.00

23,465.00

11,925.00

35,390.00

23,465.00

11,925.00

35,390.00

203,819.29

23,130.00

226,949.29

189,231.16

23,130.00

212,361.16

181,634.15

23,130.00

204,764.15

176,400.31

23,130.00

199,530.31

173,950.82

23,130.00

197,080.82

171,568.66

23,130.00

194,698.66

166,650.05

23,130.00

189,780.05

98,054.18

11,445.00

109,499.18

91,865.75

11,445.00

103,310.75

88,202.75

11,445.00

99,647.75

86,160.65

11,445.00

97,605.65

84,879.81

11,445.00

96,324.81

84,285.99

11,445.00

95,730.99

357,757.50

11,445.00

369,202.50

DAFTAR HARGA SATUAN UPAH, BAHAN

NO. JENIS UPAH / BAHAN MEREK MODEL / UKURAN SATUANHARGA

SATUAN

1 2 3 4 5

I. UPAH KERJA

1 Mandor Oh 30,000.00

2 Kepala Tukang Oh 28,500.00

3 Kepala Tukang Batu Oh 31,500.00

4 Tukang Batu Terampil Oh 30,000.00

5 Tukang Batu Setengah Terampil Oh 28,000.00

6 Kepala Tukang Kayu Oh 31,500.00

7 Tukang Kayu Terampil Oh 30,000.00

8 Tukang Kayu Setengah Terampil Oh 28,000.00

9 Kepala Tukang Besi Beton Oh 31,500.00

10 Kepala Tukang Besi Konstruksi / Profil Oh 31,500.00

11 Tukang Besi beton terampil Oh 30,000.00

12 Tukang Besi beton Setengah Terampil Oh 28,000.00

13 Tukang Besi IWF / Profil Terampil Oh 30,000.00

14 Tukang Besi IWF / Profil Setengah Terampil Oh 28,000.00

15 Tukang Cat Oh 28,000.00

16 Tukang Politur Oh 28,000.00

17 Tukang Pipa Oh 27,000.00

18 Pekerja Oh 24,000.00

19 Operator Oh 32,000.00

20 Pembantu Operator Oh 24,500.00

21 Supir Truck Oh 26,000.00

22 Kenek Truck Oh 24,500.00

23 Penjaga Malam Oh 25,000.00

II. BAHAN

I Minyak Pelumas

1 Solar Ltr 2,200.00

2 Bensin Ltr 2,400.00

3 Minyak Tanah Ltr 1,250.00

4 Pelumas / Oli Ltr 18,050.00

5 Gumuk / Fat Kg 12,550.00

II Kran / Saringan Air

1 Avor / Saringan Air Bh 14,050.00

2 Kran Air Bh 23,450.00

3 Floor Air Bh 5,750.00

4 Seal Tape Bh 1,500.00

III Kunci Pintu

1 Kunci Pintu 1 Slaag Cap Kuda Terbang Bh 50,550.00

2 Kunci Pintu 2 Slaag Kwalitas I Bh 86,000.00

3 Grendel Jendela Bh 5,500.00

4 Kait Angin Bh 8,000.00

5 Kertas Ampelas Bh 4,500.00

6 List Profil 5 Bh 4,650.00

7 Engsel Jendela Kuningan Bh 8,000.00

8 Engsel Pintu Kuningan Bh 7,200.00

IV Mur / Baut / Angker

1 Mur / Baut Kg 11,400.00

2 Baut / Beugel Kg 11,400.00

3 Angker / Baut Kg 11,400.00

V Meja / Kursi / Lemari

1 Meja Murid Standar Bh 225,000.00

2 Kursi Murid Standar Bh 150,000.00

3 Meja Guru Standar Bh 260,000.00

4 Kursi Guru Standar Bh 277,000.00

5 Lemari Buku / Arsip Standar Bh 600,000.00

6 Papan Tulis Triplex 2 Cm Standar Bh 450,000.00

7 Papan Data Lapis Fornika Bh 450,000.00

8 Meja Kursi Adimistrasi Psg 500,000.00

9 Meja Kursi Kepsek 1/2 Biro Psg 650,000.00

10 Meja Kursi Tama Standar Psg 400,000.00

VI Batu Kali

1 Batu Bulat (Utuh) 95,000.00

2 Batu Karang 90,000.00

3 Batu Bulat 15 Cm 95,000.00

4 Batu Pecah 10 / 5 Cm 110,000.00

5 Kerikil Beton / Bt Pecah 7 / 5 Cm 110,000.00

6 Kerikil Beton / Bt Pecah 2/3 2 / 3 Cm 137,500.00

7 Kerikil Beton / Bt Pecah 5/7 5 / 7 Cm 150,000.00

8 Kerikil Halus 0.5 / 1 Cm 155,000.00

9 Kerikil Kasar 3 / 5 Cm 165,000.00

VII Pasir Tanah

1 Pasir Urug 130,000.00

2 Pasir Pasang 145,000.00

3 Pasir Beton 165,000.00

4 Sirtu 110,000.00

5 Tanah Urug 105,000.00

6 Pasir Halus 165,000.00

VIII Batu Bata

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3 / Drum

M3

1 Batu Bata Kls 1 Bh 1,000.00

2 Batu Bata Kls 2 Bh 500.00

3 Batu Bata Merah Bh 900.00

4 Paving Stone Bh 1,550.00

IX Kapur Aduk

1 Kapur Sirh Kg 27,500.00

2 Kapur Batu 165,000.00

3 Kapur Api Kg / Drum 192,500.00

X Semen

1 Semen Pc 50 Kg Zak 43,155.00

2 Semen Warna 1 Kg Kg 3,200.00

3 Semen merah 50 Kg Zak 78,400.00

4 Semen Portland 50 Kg Zak 43,155.00

5 Semen Bosowa 50 Kg Zak 40,000.00

6 Semen Cibinong 50 Kg Zak 40,000.00

7 Semen Tonasa 50 Kg Zak 43,155.00

8 Semen Padang 50 Kg Zak 43,155.00

9 Semen Anoda 50 Kg Zak 43,155.00

10 Semen Nusantara 50 Kg Zak 43,155.00

11 Semen Andalas 50 Kg Zak 43,155.00

12 Semen Putih 50 Kg Zak 78,400.00

13 Semen Tiga Roda 50 Kg Zak 40,000.00

XI Batako Cetak

1 Kwalitas 1 ( Pres ) Bh 1,210.00

2 Kwalitas 2 Bh 1,100.00

3 Kwalitas 3 Bh 825.00

XII Bahan Atap

1 Atap Nipa Rumbia Lbr 2,500.00

2 Geteng Besar Bh 4,000.00

3 Gentang Sedang Bh 3,500.00

4 Gentang Beton Bh 2,500.00

XIII Asbes Gelombang Kecil

1 300x92x0.5 mm Lbr 66,000.00

2 270x92x0.5 mm Lbr 55,000.00

3 240x92x0.5 mm Lbr 39,600.00

4 210x80x0.5 mm Lbr 33,000.00

5 150x92x0.5 mm Lbr 24,000.00

6 Nok Gelombang Kecil 22,000.00

XIV Seng

1 Seng Gelombang Bjls,0.20 Lbr 24,000.00




5 Seng Plat Bjls,0.30 Lbr 31,000.00

6 Seng Plat Bjls,0.25 Lbr 25,000.00

XV Ijuk

1 Ijuk Ikat 27,500.00

XVI Bahan Kayu

1 Kayu Besi 10/10x3 m' 1,800,000.00

2 Kayu Besi 5/10x3 m' 1,600,000.00

3 Kayu Besi 6/12x3 m' 1,700,000.00

4 Papan Kayu Besi 3/25x3 m' 1,450,000.00

XVII Kayu Linggua

1 Papan Tebal 4 Cm 1,400,000.00

2 Papan Tebal 3 Cm 1,200,000.00

3 Papan Tebal 2 Cm 800,000.00

XVIII Kayu Kelas II

1 Makila / Samama 10/10x3 m' 1,100,000.00

2 Makila / Samama 5/10x3 m' 1,045,000.00

3 Papan tebal 3 Cm 990,000.00

4 Papan tebal 2 Cm 715,000.00

XIX Reep / Lat

1 Kayu Kls I 5/7 Cm x 3 m' 1,485,000.00

2 Kayu Kls II 3/5 Cm x 3 m' 880,000.00

3 Kayu Kls I 2/5 Cm x 3 m' 1,485,000.00

4 Kayu Kls II 5/7 Cm x 3 m' 880,000.00

5 Kayu Kls II 3/5 Cm x 3 m' 880,000.00

6 Kayu Kls II 2/3 Cm x 3 m' 880,000.00

7 Kayu Tongko Disesuaikan 100,000.00

8 Kayu Profil M' 5,000.00

XX Bambu

1 Besar Mdl. 15 Cm Btg 11,000.00

2 Sedang Mdl. 10 Cm Btg 8,250.00

3 Kecil Mdl. 0.5 Cm Btg 8,250.00

XXI Beton Cetak

1 Lobang Air tembika Disesuaikan Bh

XXII Beton Buis

1 Mdl. 10 Cm x 1 M' Bh 19,800.00

2 Mdl. 15 Cm x 1 M' Bh 19,250.00

3 Mdl. 16 Cm x 1 M' Bh

4 Mdl. 20 Cm x 1 M' Bh 220,000.00

5 Mdl. 25 Cm x 1 M' Bh 231,000.00

6 Mdl. 30 Cm x 1 M' Bh 99,000.00

M3

M1

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

XXIII Bahan Lantai

1 Ubin Pc Abu - Abu 20 x 20 Cm Bh 42,000.00

2 Ubin Pc Warna 20 x 20 Cm Bh 42,000.00



5 Print Pc Abu - Abu 20 x 20 Cm Bh 6,600.00

6 Print Pc Warna 15 x 20 Cm Bh 5,500.00

7 Wafal Warna 20 x 20 Cm Bh 7,700.00

8 Wafal Warna 30 x 20 Cm Bh 9,900.00

9 Teraso 30 x 20 Cm Bh 9,900.00

XXIV Ubin Porselen

1 Lokal Putih 11 x 11 Cm Doos 57,200.00

2 Lokal Warna 11 x 11 Cm Doos 55,000.00

3 Lokal Kembang 11 x 11 Cm Doos 55,000.00

4 Lokal Putih 15 x 15 Cm Doos 52,800.00

5 Lokal Warna 15 x 15 Cm Doos 52,800.00

6 Lokal Kembang 15 x 15 Cm Doos 52,800.00

7 Mosaik Porselen Lokal Doos 33,000.00

8 Vinil Lapis Asbes Doos

9 Vinil Lapis Karet Doos 17,416.67

10 Vinil Roil 2 An 2 x 1 m' M'

11 Karpet Kls I M' 66,000.00

12 Karpet Kls II M' 49,500.00

13 Karpet Kls III M' 44,000.00

14 Lem Vinyil Kg 3,000.00

XXV Bahan Besi

1 Besi Beton Kg 5,850.00

Diameter 4.5" Staf 7,500.00

Diameter 5" Staf 9,950.00


















2 Besi beton Mdl. 4 mm - 12 m' M' 3,500.00







9 Besi Plat ( 3' x 6' ) Tbl. 0.7 mm M' 155,000.00




13 Besi Plat ( 4' x 8' ) Tbl. 0.3 mm Staf 225,000.00

14 Besi Plat ( 4' x 8' ) Tbl. 0.2 mm Staf 208,000.00

15 Besi Siku 30 x 30 x 3 Cm Staf 40,000.00





Z Plat Strip

1 3/4 x 1/8 x 6 M Lbr 20,000.00

2 3/4 x 3/8 x 6 M Lbr 24,500.00

3 1' x 1/8 x 6 M Lbr 25,000.00

4 1 x 3/6 x 6 M Lbr 27,000.00

XXVI Plat Alluminium

1 Ukuran 0.5 mm Lbr 98,000.00

2 Ukuran 0.6 mm Lbr 120,000.00

3 Ukuran 0.4 mm Lbr 80,000.00

XXVII Kawat

1 Ikat Beton (Bendrat) Kg 9,000.00

2 Nyamuk Plastik ( Kasa ) 12,000.00

3 Kawat Beton 13,000.00

4 Saringan Pasir ( Ayakan ) 15,000.00

5 Kawat Duri Rool 50,000.00

6 Kawat Bronjong 4 mm Rool 75,000.00

XXVIII Bahan Langit - Langit

1 Teakwood 3 mm Uk. 122 x 244 Cm Lembar 67,000.00

2 Triplex 3 mm Uk. 122 x 244 Cm Lembar 54,000.00

5 mm Uk. 122 x 244 Cm Lembar 55,000.00

M2

M2

M2

8 mm Uk. 122 x 244 Cm Lembar 60,000.00

10 mm Uk. 122 x 244 Cm Lembar 78,000.00

20 mm Uk. 122 x 244 Cm Lembar 155,000.00

3 Enternit Kls I 4 x 8 ( 3 mm ) Lbr 125,000.00

4 Enternit Kls II 4 x 8 ( 3 mm ) Lbr 110,000.00

5 Hard Board 4 x 8 ( 3 mm ) Lbr 65,000.00

6 Soat Boart 4 x 8 ( 3 mm ) Lbr 70,000.00

7 Plywood 4 x 8 Lbr 70,000.00

8 Totalwood 4 x 7 Lbr 75,000.00

9 Jabarwood Polos 4 x 8 Lbr 60,000.00

10 Jabarwood Warna 4 x 8 Lbr 65,000.00

11 Formika Polos 3 x 6 Lbr 75,000.00

12 Formika Warna 3 x 6 Lbr 85,000.00

XXIX Bahan Pipa

1 Pipa Besi Galvanis Medium B Dia. 1/2" Medium B 77,500.00

Dia. 3/4" Medium B 87,500.00

Dia. 1" Medium B 108,000.00

Dia. 1/4" Medium B 142,500.00

Dia. 1/2" Medium B 162,500.00

Dia. 2" Medium B 197,000.00

Dia. 21/1" Medium B 248,000.00

Dia. 3" Medium B 303,000.00

2 Pipa Besi Galvanis Medium A Dia. 1/2" Medium A 82,500.00

Dia. 3/4" Medium A 112,000.00

Dia. 1" Medium A 153,000.00

Dia. 1/4" Medium A 197,000.00

Dia. 1/2" Medium A 223,000.00

Dia. 2" Medium A 322,000.00

Dia. 21/1" Medium A 412,500.00

Dia. 3" Medium A 428,000.00

3 Pipa PVc 1/2" AW 14,000.00

3/4" AW 17,500.00

1" AW 5,300.00

1/4" D 5,700.00

1/2" D 6,800.00

2" D 7,350.00

21/2" D 9,700.00

3" D 12,450.00

4" D 18,800.00

4 Pipa GIP Uk. Mdl. 8' Btg 700,000.00




8 Pipa GIP Uk. Mdl. 3/4' Btg 112,000.00






14 Pipa PVC Uk. Mdl. 8' Btg 155,000.00




18 Pipa PVC Uk. Mdl. 3/4' Btg 80,000.00






XXX Pipa Besi Persegi

Pipa Listrik PVC

1 Klute PVC Uk. Mdl. 1/2' Btg 6,160.00


3 Klute PVC Uk. Mdl. 1' Btg 6,160.00





8 Sook GIP Uk. Mdl. 11/2' Btg 4,950.00

9 Sook GIP Uk. Mdl. 1' Btg 2,750.00

10 Sook GIP Uk. Mdl. 1/2' Btg 1,100.00

XXXI Tegel Keramik

1 Tegel Semen 30 x 30 Cm Bh

20 x 20 Cm 1,950.00

2 Tegel Porselin 10 x 20 Cm 40,400.00

10 x 10 Cm

3 Tegel Keramik 10 x 10 Cm 42,050.00

20 x 20 Cm 42,050.00

20 x 25 Cm 53,650.00

30 x 30 Cm 42,050.00

40 x 40 Cm 50,350.00

4 Mulia Putih Polos 30 x 30 Polos 31,500.00

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M1

M2

M2

M2

5 Kdi Grand Master 30 x 30 Polos 45,000.00

6 Mass Roma 6 30 x 30 Polos 40,000.00

7 Accura Vonda 40 x 40 Polos 38,000.00

8 Masterina Marun 40 x 40 Polos 37,000.00

9 Kia Putih 20 x 20 Polos 40,000.00

10 Accura Vonda 20 x 20 Polos 60,000.00

11 Accura Millinium Greend Pesso 30 x 30 Polos 37,500.00

12 Maestro Leonard Interium 30 x 30 Polos 450,000.00

XXXII Bahan Kaca

1 Kaca Raybend 3 mm Uk. 152 x 122 Cm 91,500.00

5 mm Uk. 152 x 122 Cm 130,200.00

2 Kaca Bening 2 mm Uk. 152 x 122 Cm 35,100.00

3 mm Uk. 152 x 122 Cm 77,150.00

5 mm Uk. 152 x 122 Cm 108,100.00

3 Polos Uk. Tbl. 2 mm 22,000.00

4 Polos Uk. Tbl. 3 mm 27,500.00

5 Polos Uk. Tbl. 5 mm 44,000.00

6 Es / Kembang Uk. Tbl. 2 mm 60,500.00



XXXIII Bahan Listrik

1 Kabel NM 2 x 1 1/2 mm M' 2,750.00

2 Kabel NM 3 x 1 1/2 mm M' 3,300.00

3 Sekring 1 Phase Bh 16,500.00

4 Sekring 1 Phase Bh 24,750.00

5 Saklar Tunggal Bh 10,500.00

6 Saklar Ganda Tanam Bh 25,500.00

7 Saklar Tunggal Timbul Bh 6,000.00

8 Saklar Ganda Timbul Bh 19,000.00

9 Kontak Tanam Bh 8,000.00

10 Saklar Kontak Timbul Bh 5,750.00

11 Saklar Engkel Bh 44,000.00

12 Saklar Double Bh 66,000.00

13 Stopkontak & Instalasi Bh 20,000.00

14 Lampu TL 10 Watt Bh 25,000.00

20 Watt Bh 25,000.00

40 Watt Bh 38,850.00

100 Watt Bh 38,950.00

15 Lampu Jari - Jari 7 Watt Philips Bh 38,950.00

9 Watt Philips Bh 38,950.00





16 Lampu Pijar 5 Watt Bh 2,650.00

10 Watt Bh 3,200.00

15 Watt Bh 3,200.00

25 Watt Bh 3,750.00

40 Watt Bh 4,050.00

60 Watt Bh 4,300.00

75 Watt Bh 4,850.00

100 Watt Bh 22,000.00

17 Lampu Neon ( Komplit ) TL 10 W Bh 27,500.00

18 Lampu Neon ( Komplit ) TL 20 W Bh 55,000.00

19 Lampu TL Lokal Putih Bh 37,750.00

20 Lampu TL Lokal Warna Bh 37,950.00

21 TL Bulat 20 W ( Komplit ) Bh 37,950.00

22 TL Bulat 40 W ( Komplit ) Bh 55,000.00

XXXIV Alat Penggantung Kunci

1 Union Elite ( Komplit ) Bh 82,500.00

2 Union Asli Bh 203,500.00

3 Yale Double Bh 60,500.00

4 Tezah Bh 132,000.00

5 Royal Bh 88,000.00

6 Kuda Terang Bh 44,000.00

XXXV Penggantung

1 Hak Angin Bh 1,650.00

2 Engsel Kupu - Kupu Bh 2,200.00

3 Engsel Nilon Ex Lokal Bh 4,950.00

4 Grendel Bh 1,100.00

5 Kunci Gembok Bh 13,200.00

6 Kunci Firo Bh 44,000.00

XXXVI Bahan Sanitair

1 Kloset Jongkok Lokal Bh 198,000.00

2 Kloset Duduk Ina / Toto Bh 431,400.00

3 Washtafel Ina / Toto Bh 442,450.00

4 Putih Bh 88,000.00

5 Teraso Bh 33,000.00

6 Porselin Bh 66,000.00

7 Warna Bh 88,000.00

8 Keramik Bh 66,000.00

9 Duduk Keramik Bh 88,000.00

10 Washtafel Lokal Putih Bh 192,500.00

11 Warna / Keramik Bh 203,500.00

12 Tempat Cuci 1 Lobang Bh 286,000.00

13 Tempat Cuci 2 Lobang Bh 495,000.00

14 Orincer Lokal Putih Bh 33,000.00

15 Orincer Lokal Warna Bh 88,000.00

16 Tempat Mandi Fiber Glass Bh 66,000.00

17 Lastik Bh 66,000.00

18 Teraso Bh 88,000.00

19 Porselin Bh 33,000.00

20 Saringan Air Besi Bh 22,000.00

21 Saringan Air Plastik Nasional Bh 13,750.00

22 Pompa Air 80 Watt Nasional Bh 29,700.00

23 Pompa Air Dragon Bh 23,700.00

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

M2

24 Pompa Air 100 watt Sanyo Bh 77,000.00

25 Pompa Air Tangan Dragon Bh 231,000.00

26 Pompa Tangan Lokal Dragon Bh 220,000.00

XXXVII Aspal Panas

1 Aspal Dingin Drum 880,000.00

2 Aspal Drum Drum 660,000.00

Bahan Paku

1 Paku campur Kg 9,100.00

2 Paku Seng Doos 19,600.00

3 Paku Asbes Bh 19,600.00

4 Paku kait Bh 9,100.00

5 Paku Sumbat Bh 9,100.00

6 Paku Sekring Bh 9,100.00

7 Paku Reng Bh 9,100.00

8 Paku Triplex Kg 11,850.00

9 Paku beton Bh 16,850.00

10 Paku Ukuran 1 - 2 Cm Kg 7,700.00

11 Paku Ukuran 3 - 4 Cm Kg 8,250.00

12 Paku Ukuran 5 - 12 Cm Kg 9,350.00

13 Paku Sirap Kg 6,050.00

14 Paku Sekrup Kg 7,150.00

15 Beud seng Kg 7,425.00

XXXVIII Bahan Finishing

1 Ampelas Kayu / Besi Lbr 1,980.00

2 Dempul Kg 13,200.00

3 Spirtus Ltr

4 Minyak Cat Kg 2,750.00

5 Politur Kg 22,000.00

6 Teao Oil Kg 24,200.00

7 Okir Kg 16,500.00

8 Menie kayu /Besi Kg 12,650.00

9 Cat Meni Kg 12,650.00

10 Cat Besi Kg 24,200.00

11 Cat Dasar Kg 11,000.00

12 Merek Goltex Kg 24,200.00

13 Merek Patua Kg 35,200.00

14 Merek Danapaint Kg 231,000.00

15 Merek Pinotex 5 Kg 13,200.00

16 Plamir 5 Kg 35,000.00

17 Sabun Kg 5,000.00

18 Soda Api Kg

XXXIX Cat Tembok

1 Cat tembok Comilex 20 Kg 121,000.00

Avian 20 Kg 93,500.00

Cat dasar Matex Kg 187,000.00

Matex 5 Kg 38,500.00

Metrolite 5 Kg 60,000.00

2 Cat Kayu Mengikat Atlanta 5 Kg 24,200.00

3 Planton 1 Kg 23,100.00

4 Goltex 1 Kg 23,100.00

XXXX Slang

1 Nipon 1 / 2' Meter 3,300.00

2 Nipon 1 / 4' Meter 4,400.00

3 Biasa 1 / 2' Meter 5,500.00

XXXXI Palu

1 Besar Bh 23,000.00

2 Sedang Bh 27,500.00

3 Kecil Bh 22,000.00

XXXXII Kuas

1 Kuas 2 mm Bh 2,500.00

Bh 3,000.00

3 mm Bh 3,500.00

4 mm Bh 5,500.00

XXXXIII Skop

1 Skop Prowek Bh 27,000.00

2 Skop Ujung Rata Bh 22,000.00

XXXXIV Pacul

1 Pacul Cap Ayam Bh 37,500.00

XXXXV Linggis

1 Linggis Besar Bh 26,000.00

2 Linggis Kecil Bh 23,500.00

XXXXVI Ember

1 Ember Cor Lusin 45,000.00

XXXXVII Mesin Diesel

1 Mesin Diesel Kubota RD - 50 H ( 5 HP ) Bh 3,410,000.00








9 Mesin Diesel Ratna R - 140 H Bh 4,400,000.00

10 Gengset Kap. 2 KW Komplet RD - 50 / POND Bh 6,490,000.00

11 Gengset Kap. 5.5 KW Komplet H - 85 / POND Bh 7,150,000.00

12 Gengset Kap. 5 KW Komplet RD - 150 / POND Bh 7,260,000.00

13 Gengset Kap. 7.5 KW Komplet Bh 7,700,000.00

14 Gengset Kap. 2 KW Komplet KND - 220 H / POND Bh 13,200,000.00

15 Pompa Air TS - 50 ( 2" ) UK Komp RD - 50 / POND Bh 3,520,000.00



2 1/2 mm

72,600.00

DAFTAR HARGA SATUAN UPAH, BAHAN

NO. JENIS UPAH / BAHAN MEREK MODEL / UKURAN SATUANHARGA

SATUAN

1 2 3 4 5

I. UPAH KERJA

1 Mandor Oh 30,000.00

2 Kepala Tukang Oh 28,500.00

3 Kepala Tukang Batu Oh 31,500.00

4 Tukang Batu Terampil Oh 30,000.00

5 Tukang Batu Setengah Terampil Oh 28,000.00

6 Kepala Tukang Kayu Oh 31,500.00

7 Tukang Kayu Terampil Oh 30,000.00

8 Tukang Kayu Setengah Terampil Oh 28,000.00

9 Kepala Tukang Besi Beton Oh 31,500.00

10 Kepala Tukang Besi Konstruksi / Profil Oh 31,500.00

11 Tukang Besi beton terampil Oh 30,000.00

12 Tukang Besi beton Setengah Terampil Oh 28,000.00

13 Tukang Besi IWF / Profil Terampil Oh 30,000.00

14 Tukang Besi IWF / Profil Setengah Terampil Oh 28,000.00

15 Tukang Cat Oh 28,000.00

16 Tukang Politur Oh 28,000.00

17 Tukang Pipa Oh 27,000.00

18 Pekerja Oh 24,000.00

19 Operator Oh 32,000.00

20 Pembantu Operator Oh 24,500.00

21 Supir Truck Oh 26,000.00

22 Kenek Truck Oh 24,500.00

23 Penjaga Malam Oh 25,000.00

24 Tukang Gali Oh 24,000.00

II. BAHAN

I Minyak Pelumas

1 Solar Ltr 2,200.00

2 Bensin Ltr 2,400.00

3 Minyak Tanah Ltr 1,250.00

4 Pelumas / Oli Ltr 18,050.00

5 Gumuk / Fat Kg 12,550.00

6 Minyak Bekisting Ltr 18,050.00

7 Lem Kayu Ltr 3,200.008 Sealent Tube 34,250.00

III. Kran / Saringan Air

1 Kran Air Bh 23,450.002 Seal Tape Bh 1,500.00

IV. Bahan Batu

1 Koral Beton 137,500.00

2 Batu Belah 15 / 20 95,000.00

V Bahan Pasir

1 Pasir Pasang 145,000.00

2 Pasir Beton 165,000.00

3 Tanah Urug 105,000.00

M3

M3

M3

M3

M3

4 Pasir Urug 130,000.00

VI Batu Bata1 Bata Merah 5x11x22 Cm Bh 900.00

2 Grass Block L8 Pcs 8,000.00VII. Semen

1 Semen Portland Zak 43,155.00

2 Semen Abu - Abu Kg 3,200.003 Semen Warna Kg 3,200.00

VIII. Bahan Kayu

1 Kayu Kamper Balok 8/12 1,200,000.00

2 Kayu 5/7 880,000.00

3 Plywood 4 mm 3/20 Lbr 70,000.00

4 Kayu Papan 990,000.00

5 Kayu Terentang 715,000.00

6 Kayu Borneo balok 880,000.00

7 Plywood 9 mm Lbr 70,000.00

8 Kayu Kamper, Papan 800,000.00

9 Kayu Kamper Balok 2/3-3/5 880,000.00

10 Balok 6/12 880,000.00

11 Papan (pek. plywood) 1,200,000.0012 Plywood 4'x3'x4 mm Lbr 70,000.00

13 Kayu 880,000.00

14 Kayu Biasa 880,000.00

15 Dolken 0 - 8 Cm/ 4 m Btg 17,600.00

IX. Bahan Lantai

1 Ubin Teraso 40 x 40 Cm 50,350.00

2 Ubin Keramik 20x20 Cm 42,050.00X. Bahan Besi

1 Besi Strip Kg 20,000.00

2 Besi Beton Polos Kg 5,850.00

XI. Kawat

1 Kawat Beton Kg 13,000.00

XII. Bahan Langit-Langit

1 Akustik Arm Strong ukuran 80x80 Cm Lbr 54,000.002 Kayu Profil M' 5,000.00

XIII. Bahan Kaca

1 Kaca Cermin 5mm 130,200.002 Jendela Nako Bh 27,500.00

3 Kaca Polos 22,000.00

XIV. Bahan Atap1 Genteng Metal Bh 350002 Seng Plat Lbr 25,000.00

XV. Paku1 Paku Ukuran 3-4 cm Kg 8,250.00

2 5 - 12 Cm Kg 9,350.00 3 1-2 cm Kg 7700

XVI Bahan Pipa1 Pipa PVC 3/4" AW M' 17,500.002 PVC 3" M' 12,450.00

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M2

M2

M2

M2

3 PVC 4" M' 18,800.00XVII Kunci

1 Kunci Tanam Bh 50,550.00

2 Sekur Fixer Bh 480.00

XVIII. Bahan Alumunium1 Kusen Alumunium M' 110000

ANALISA HARGA SATUANNo Koef. Sat. Uraian Harga Satuan Biaya Jumlah Biaya

A. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN1

Bahan:1.250 Btg Dolken Kayu 0 8-10/400 Cm @ Rp. 17,600.00 = Rp. 22,000.00

0.180 Kayu @ Rp. 880,000.00 = Rp. 158,400.00

0.850 Kayu Biasa @ Rp. 880,000.00 = Rp. 748,000.001.100 Kg Besi Strip @ Rp. 0.00 = Rp. 0.000.700 Zak Semen Portland @ Rp. 43,155.00 = Rp. 30,208.50


0.100 Pasir Beton @ Rp. 165,000.00 = Rp. 16,500.00

0.150 Koral Beton @ Rp. 137,500.00 = Rp. 20,625.0030.000 Bh Bata Merah @ Rp. 900.00 = Rp. 27,000.000.250 Lbr Seng Plat @ Rp. 25,000.00 = Rp. 6,250.002.000 Bh Jendela Nako @ Rp. 27,500.00 = Rp. 55,000.00

0.080 Kaca Polos @ Rp. 22,000.00 = Rp. 1,760.000.150 Bh Kunci Tanam @ Rp. 50,550.00 = Rp. 7,582.500.060 Lbr Plywood 4 mm @ Rp. 70,000.00 = Rp. 4,200.00 = Rp. 1,119,276.00

Upah :2.000 Oh Tukang Kayu setengah terampil @ Rp. 28,000.00 = Rp. 56,000.001.000 Oh Tukang Batu @ Rp. 28,000.00 = Rp. 28,000.002.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 48,000.000.300 Oh Kepala Tukang @ Rp. 28,500.00 = Rp. 8,550.000.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00 = Rp. 142,050.00

= Rp. 1,261,326.00

2Upah:

1.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 24,000.000.050 Oh Mandor @ Rp. 30,000.00 = Rp. 1,500.00 = Rp. 25,500.00

= Rp. 25,500.00

3 1 M' Pengukuran dan Pemasangan BouplankBahan:

0.012 Kayu 5/7 @ Rp. 880,000.00 = Rp. 10,560.000.020 Kg Paku Ukuran 3-4 cm @ Rp. 8,250.00 = Rp. 165.00

0.007 Kayu Papan 3/20 @ Rp. 990,000.00 = Rp. 6,930.00 = Rp. 17,655.00

Upah:0.100 Oh Tukang Kayu setengah terampil @ Rp. 28,000.00 = Rp. 2,800.000.100 Oh Pekerja @ Rp. 24,000.00 = Rp. 2,400.000.010 Oh Kepala Tukang @ Rp. 28,500.00 = Rp. 285.000.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00 = Rp. 5,635.00

= Rp. 23,290.00

B. PEKERJAAN TANAH1 1 m³ Galian Tanah Biasa sedalam 1 Meter

Upah:0.400 Oh Pekerja @ Rp. 24,000.00 = Rp. 9,600.000.040 Oh Mandor @ Rp. 30,000.00 = Rp. 1,200.00 = Rp. 10,800.00

= Rp. 10,800.00

2

1 M2 Pembuatan Kantor Sementaran (direksi keet)

M3

M3

M3

M3

M3

M2

1 M2 Membersihkan Lapangan dan Peralatan

M3

M3

1 M3 Urugan Pasir Bawah Pondasi Menerus

Bahan:1.200 Oh Pasir Urug @ Rp. 130,000.00 = Rp. 156,000.00 = Rp. 156,000.00

Upah:0.300 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,200.000.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00 = Rp. 7,500.00

= Rp. 163,500.00

3Bahan:

1.200 Oh Pasir Urug @ Rp. 130,000.00 = Rp. 156,000.00 = Rp. 156,000.00Upah:

0.300 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,200.000.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00 = Rp. 7,500.00

= Rp. 163,500.00

4Bahan:

1.200 Oh Pasir Urug @ Rp. 130,000.00 = Rp. 156,000.00 = Rp. 156,000.00Upah:


= Rp. 163,500.00

5Bahan:

1.200 Oh Tanah Urug @ Rp. 105,000.00 = Rp. 126,000.00 = Rp. 126,000.00Upah:


= Rp. 133,500.00

1 M3 Urugan Pasir Bawah Pondasi Setempat

1 M3 Urugan Pasir Bawah Lantai

1 M3 Urugan Peninggi Pail Lantai

6Upah:


= Rp. 5,178.00

7Upah:


= Rp. 5,178.00

C PEKERJAAN PASANGAN

1Bahan:

1.200 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 114,000.00

0.300 Pasir Urug @ Rp. 130,000.00 = Rp. 39,000.00 = Rp. 153,000.00Upah:

0.780 Oh Pekerja @ Rp. 24,000.00 = Rp. 18,720.000.300 Oh Tukang Batu @ Rp. 30,000.00 = Rp. 9,000.000.039 Oh Kepala Tukang @ Rp. 28,500.00 = Rp. 1,111.500.039 Oh Mandor @ Rp. 30,000.00 = Rp. 1,170.00 = Rp. 30,001.50

= Rp. 183,001.50

2Bahan:

1.100 Batu Belah 15 / 20 @ Rp. 95,000.00 = Rp. 104,500.002.720 Zak Semen Portland @ Rp. 43,155.00 = Rp. 117,381.60

0.544 Pasir Pasang @ Rp. 145,000.00 = Rp. 78,880.00 = Rp. 300,761.60Upah:

1.500 Oh Pekerja @ Rp. 24,000.00 = Rp. 36,000.000.600 Oh Tukang Gali @ Rp. 24,000.00 = Rp. 14,400.000.060 Oh Kepala Tukang @ Rp. 28,500.00 = Rp. 1,710.000.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 = Rp. 54,360.00

= Rp. 355,121.60

1 M3 Urugan Kembali Pondasi Menerus

1 M3 Urugan Kembali Pondasi Setempat

1 M3 Pasangan Pondasi Batu Kosong

M3

M3


M3

M3

3Bahan:

70.000 Bh Bata Merah 5x11x22 Cm @ Rp. 900.00 = Rp. 63,000.000.287 Zak Semen Portland @ Rp. 43,155.00 = Rp. 12,402.75

0.040 Pasir Pasang @ Rp. 145,000.00 = Rp. 5,800.00 = Rp. 81,202.75Upah:

0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.000.100 Oh Tukang Batu @ Rp. 30,000.00 = Rp. 3,000.000.010 Oh Kepala Tukang Batu @ Rp. 31,500.00 = Rp. 315.000.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00 = Rp. 11,445.00

= Rp. 92,647.75

4Bahan

70.000 Bh Bata Merah 5x11x22 Cm @ Rp. 900.00 = Rp. 63,000.000.163 Zak Semen Portland @ Rp. 43,155.00 = Rp. 7,012.69

0.050 Pasir Pasang @ Rp. 145,000.00 = Rp. 7,250.00 Rp. 77,262.69

Upah:0.320 Oh Pekerja @ Rp. 24,000.00 = Rp. 7,680.000.100 Oh Tukang Batu @ Rp. 30,000.00 = Rp. 3,000.000.010 Oh Kepala Tukang Batu @ Rp. 31,500.00 = Rp. 315.000.015 Oh Mandor @ Rp. 30,000.00 = Rp. 450.00 Rp. 11,445.00

Rp. 88,707.69

5Bahan



Upah:0.250 Oh Pekerja @ Rp. 24,000.00 = Rp. 6,000.000.200 Oh Tukang Batu @ Rp. 30,000.00 = Rp. 6,000.000.020 Oh Kepala Tukang Batu @ Rp. 31,500.00 = Rp. 630.00

0.0125 Oh Mandor @ Rp. 30,000.00 = Rp. 375.00 Rp. 13,005.00 Rp. 28,426.85

6Bahan:



Upah:0.250 Oh Pekerja @ Rp. 24,000.00 = Rp. 6,000.000.200 Oh Tukang Batu @ Rp. 30,000.00 = Rp. 6,000.000.020 Oh Kepala Tukang Batu @ Rp. 31,500.00 = Rp. 630.00


1 M2 Pasangan Bata Merah 1/2 Bata, 1 Pc : 3Ps

M3

1 M2 Pasangan Bata Merah Dinding Depan Tebal 1/2 Bata, 1 Pc : 8 Ps

M3


M3


M3

7 1 M' Pekerjaan Pasangan Tali Air 1 Pc : 2 PsBahan

0.013 Zak Semen Portland @ Rp. 43,155.00 = Rp. 539.44

0.002 Pasir Pasang @ Rp. 145,000.00 = Rp. 290.00 Rp. 829.44

Tenaga0.057 Oh Pekerja @ Rp. 24,000.00 = Rp. 1,368.000.038 Oh Tukang Batu @ Rp. 30,000.00 = Rp. 1,140.000.038 Oh Kepala Tukang @ Rp. 31,500.00 = Rp. 1,197.000.002 Oh Mandor @ Rp. 30,000.00 = Rp. 60.00 Rp. 3,765.00

Rp. 4,594.44

D. PEKERJAAN BETON

1Bahan


0.026 Pasir Beton @ Rp. 165,000.00 = Rp. 4,290.00

0.044 Koral Beton @ Rp. 137,500.00 = Rp. 6,050.00 = Rp. 18,971.00Tenaga

1.150 Oh Pekerja @ Rp. 24,000.00 = Rp. 27,600.000.020 Oh Tukang Batu @ Rp. 30,000.00 = Rp. 600.000.002 Oh Kepala Tukang Batu @ Rp. 31,500.00 = Rp. 63.000.006 Oh Mandor @ Rp. 30,000.00 = Rp. 180.00 = Rp. 28,443.00

= Rp. 47,414.00

2Bahan:

0.200 Kayu Terentang @ Rp. 715,000.00 = Rp. 143,000.001.500 Kg Paku Ukuran 3-4 cm @ Rp. 8,250.00 = Rp. 12,375.000.400 Ltr Minyak Bekisting @ Rp. 18,050.00 = Rp. 7,220.009.000 Zak Semen Portland @ Rp. 43,155.00 = Rp. 388,395.00

0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00

0.780 Koral Beton @ Rp. 137,500.00 = Rp. 107,250.00 = Rp. 744,040.00Upah:

3.900 Oh Pekerja @ Rp. 24,000.00 = Rp. 93,600.000.350 Oh Tukang Batu Setengah Terampil @ Rp. 28,000.00 = Rp. 9,800.001.040 Oh Tukang Kayu Setengah Terampil @ Rp. 28,000.00 = Rp. 29,120.000.245 Oh Kepala Tukang @ Rp. 28,500.00 = Rp. 6,982.500.165 Oh Mandor @ Rp. 30,000.00 = Rp. 4,950.00 = Rp. 144,452.50

= Rp. 888,492.50

5Bahan:


0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00


3.900 Oh Pekerja @ Rp. 24,000.00 = Rp. 93,600.000.350 Oh Tukang Batu Setengah Terampil @ Rp. 28,000.00 = Rp. 9,800.001.040 Oh Tukang Kayu Setengah Terampil @ Rp. 28,000.00 = Rp. 29,120.000.245 Oh Kepala Tukang @ Rp. 28,500.00 = Rp. 6,982.50

M3

1 M3 Membuat Lantai Kerja Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr

M3

M3

1 M3 Membuat Pondasi Setempat Beton Bertulang(Beton K225 dan Bekisting)

M3

M3

M3

1 M3 Membuat Sloof 15/30 dan begesting dan Begesting

M3

M3

M3

0.165 Oh Mandor @ Rp. 30,000.00 = Rp. 4,950.00 = Rp. 144,452.50= Rp. 715,872.50

6Bahan:


0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00



= Rp. 888,492.50

7Bahan:


0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00



= Rp. 715,872.50

8Bahan:


0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00

0.780 Koral Beton @ Rp. 137,500.00 = Rp. 107,250.00

0.120 Kayu Borneo balok @ Rp. 880,000.00 = Rp. 105,600.002.800 Lbr Plywood 9 mm @ Rp. 70,000.00 = Rp. 196,000.00

32.000 Btg Dolken o - 8 Cm/ 4 m @ Rp. 17,600.00 = Rp. 563,200.00 = Rp. 1,620,711.30Tenaaga:


= Rp. 1,865,631.30

9 Membuat Ring BalkBahan:


1 M3 Kolom Struktur 15/30 (K225 dan Bekisting)

M3

M3

M3

1 M3 KOLOM Praktis 15/30 (K175 dan Begesting)

M3

M3

M3

1 M3 Membuat Beton K175

M3

M3

M3

M3

M3

3.200 Kg Paku Ukuran 3-4 cm @ Rp. 8,250.00 = Rp. 26,400.001.600 Ltr Minyak Bekisting @ Rp. 18,050.00 = Rp. 28,880.006.460 Zak Semen Portland @ Rp. 43,155.00 = Rp. 278,781.30

0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00

0.780 Koral Beton @ Rp. 137,500.00 = Rp. 107,250.00




= Rp. 1,865,631.30

10 1M³ Pekerjaan Beton Plat Lantai (Beton K225 dan Begesting)Bahan:


0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00

0.780 Koral Beton @ Rp. 137,500.00 = Rp. 107,250.00




= Rp. 2,159,631.30

11Bahan:


0.520 Pasir Beton @ Rp. 165,000.00 = Rp. 85,800.00

0.780 Koral Beton @ Rp. 137,500.00 = Rp. 107,250.00


14.000 Btg Dolken o - 8 Cm/ 4 m @ Rp. 17,600.00 = Rp. 246,400.00 = Rp. 1,210,791.30Upah:


= Rp. 1,436,993.80

M3

M3

M3

M3

M3

M3

M3

1 M3 Membuat Tangga Beton Bertulang (200 Kg Besi dan Bekisting)

M3

M3

M3

M3

E. PEKERJAAN PEMBESIAN1 1 Kg Pembesian Polos (Harga Satuan Untuk Semua Item Pembesian)

Bahan:1.050 Kg Besi Beton Polos @ Rp. 5,850.00 = Rp. 6,142.500.015 Kg Kawat Beton @ Rp. 13,000.00 = Rp. 195.00 = Rp. 6,337.50

Upah:0.007 Oh Pekerja @ Rp. 24,000.00 = Rp. 168.000.007 Oh Tukang Besi Terampil @ Rp. 30,000.00 = Rp. 210.00

0.0007 Oh Kepala Tukang Besi Beton @ Rp. 31,500.00 = Rp. 22.050.0003 Oh Mandor @ Rp. 30,000.00 = Rp. 9.00 = Rp. 409.05

= Rp. 6,746.55

F. PEKERJAAN ATAP

1Bahan

1.100 Kayu Kamper, Balok 8/12 @ Rp. 1,200,000.00 = Rp. 1,320,000.0015.000 Kg Besi Strip @ Rp. 20,000.00 = Rp. 300,000.000.800 Kg Paku Ukuran 5 - 12 Cm @ Rp. 9,350.00 = Rp. 7,480.00 Rp. 1,627,480.00

Tenaga4.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 96,000.00

12.000 Oh Tukang Kayu Terampil @ Rp. 30,000.00 = Rp. 360,000.001.200 Oh Kepala Tukang Kayu @ Rp. 31,500.00 = Rp. 37,800.000.200 Oh Mandor @ Rp. 30,000.00 = Rp. 6,000.00 Rp. 499,800.00

Rp. 2,127,280.00

2Bahan




Rp. 2,127,280.00

3Bahan




Rp. 2,127,280.00

5Bahan

0.014 Kayu Kamper, Balok 2/3-3/5 @ Rp. 880,000.00 = Rp. 12,320.00

1 M3 Pasang Konstruksi Kuda - Kuda Kayu Kamper

M3

1 M3 Pasang Gording Kayu Kamper

M3

1 M3 Pasang Jurai, Balok Tembok, Nok Balok Kayu Kamper

M3

1 M2 Pasang Kaso dan Reng, kayu Kamper

M3

0.150 Kg Paku Ukuran 5 - 12 Cm @ Rp. 9,350.00 = Rp. 1,402.50 Rp. 13,722.50

Tenaga0.100 Oh Pekerja @ Rp. 24,000.00 = Rp. 2,400.000.100 Oh Tukang Kayu Terampil @ Rp. 30,000.00 = Rp. 3,000.000.010 Oh Kepala Tukang Kayu @ Rp. 31,500.00 = Rp. 315.000.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00 Rp. 5,865.00

Rp. 19,587.50

6Bahan

12.000 Bh Genteng Kodok @ Rp. 2,500.00 = Rp. 30,000.00

Tenaga0.200 Oh Pekerja @ Rp. 24,000.00 = Rp. 4,800.000.100 Oh Tukang Kayu Terampil @ Rp. 30,000.00 = Rp. 3,000.000.010 Oh Kepala Tukang Kayu @ Rp. 31,500.00 = Rp. 315.000.010 Oh Mandor @ Rp. 30,000.00 = Rp. 300.00 Rp. 8,415.00

Rp. 38,415.00

G. PEKERJAAN KUSEN DAN DAUN JENDELA DAN PINTU

1Bahan:

1.200 Kayu kamper, Balok 6/12 @ Rp. 880,000.00 = Rp. 1,056,000.00 Rp. 1,056,000.00

Tenaga:6.000 Oh Pekerja @ Rp. 24,000.00 = Rp. 144,000.00


Rp. 1,812,000.00

1 M2 Pasang Atap Pelentongan Besar

1 M3 Pasang Kusen Pintu dan Jendela Kayu Kamper

M3

2Bahan:

0.0196 Kayu Kamper , Papan @ Rp. 1,200,000.00 = Rp. 23,520.000.030 Kg Paku Biasa 3 - 4 cm @ Rp. 8,250.00 = Rp. 247.500.300 Lt Lem Kayu @ Rp. 3,200.00 = Rp. 960.001.000 Lbr Plywood 4'x3'x4 mm @ Rp. 70,000.00 = Rp. 70,000.00 Rp. 94,727.50

Tenaga:0.600 Oh Pekerja @ Rp. 24,000.00 = Rp. 14,400.002.000 Oh Tukang Kayu Terampil @ Rp. 30,000.00 = Rp. 60,000.000.200 Oh Kepala Tukang Kayu @ Rp. 31,500.00 = Rp. 6,300.000.030 Oh Mandor @ Rp. 30,000.00 = Rp. 900.00 Rp. 81,600.00

Rp. 176,327.50

3Bahan

1.100 Kaca Cermin @ Rp. 130,200.00 = Rp. 143,220.00 Rp. 143,220.00

Tenaga0.015 Oh Pekerja @ Rp. 24,000.00 = Rp. 360.000.150 Oh Tukang Kayu Terampil @ Rp. 30,000.00 = Rp. 4,500.000.015 Oh Kepala Tukang Kayu @ Rp. 31,500.00 = Rp. 472.50


H. PEKERJAAN KERAMIK LATAI, KM/WC DAN PAVING

1Bahan

1.200 M² Ubin Teraso 40 x 40 Cm @ Rp. 50,350.00 = Rp. 60,420.000.220 Zak Semen Portland @ Rp. 43,155.00 = Rp. 9,494.10

0.0215 Pasir Pasang @ Rp. 145,000.00 = Rp. 3,117.500.900 Kg Semen Warna @ Rp. 3,200.00 = Rp. 2,880.00 Rp. 75,911.60

Tenaga0.250 Oh Pekerja @ Rp. 24,000.00 = Rp. 6,000.000.120 Oh Tukang Batu @ Rp. 30,000.00 = Rp. 3,600.000.012 Oh Kepala Tukang @ Rp. 31,500.00 = Rp. 378.00


1 M2 Pasang Pintu , Rangka Kayu Kamper

M3

1M2 Pasang Kaca Cermin , Tebal 5 mm

M2


M3

2Bahan

1.200 M² Ubin Keramik 20x20 Cm @ Rp. 42,050.00 = Rp. 50,460.000.285 Zak Semen Portland @ Rp. 43,155.00 = Rp. 12,277.60

0.042 Pasir Pasang @ Rp. 145,000.00 = Rp. 6,090.001.500 Kg Semen Warna @ Rp. 3,200.00 = Rp. 4,800.00 Rp. 73,627.60


Rp. 101,010.10

3Bahan

25.000 Bh Keramik 20x20 Cm @ Rp. 42,050.00 = Rp. 1,051,250.009.300 Kg Semen Abu - Abu @ Rp. 3,200.00 = Rp. 29,760.00

0.018 Pasir Pasang @ Rp. 145,000.00 = Rp. 2,610.001.500 Kg Semen Warna @ Rp. 3,200.00 = Rp. 4,800.00 Rp. 1,088,420.00


Rp. 1,135,137.50

4 1 M² Pemasangan Paving BlockBahan:

7.4 Pcs Grass Block L8 @ Rp. 8,000.00 = Rp. 59200

0.05 Pasir Pasang @ Rp. 145,000.00 = Rp. 7250 Rp. 66,450.00


Rp. 27,382.50

I. INSTALASI AIR BERSIH1 Memasang 1 Buah Kran Diameter 3/4" atau 1/2"

Bahan1.000 Bh Kran Air @ Rp. 23,450.00 = Rp. 23,450.000.025 Bh Seal Tape @ Rp. 1,500.00 = Rp. 37.50 Rp. 23,487.50

Tenaga0.010 Oh Pekerja @ Rp. 24,000.00 = Rp. 240.000.100 Oh Tukang Pipa @ Rp. 27,000.00 = Rp. 2,700.000.010 Oh Kepala Tukang @ Rp. 28,500.00 = Rp. 285.000.005 Oh Mandor @ Rp. 30,000.00 = Rp. 150.00 Rp. 3,375.00

Rp. 26,862.50


M3


M3

M3

2 Memasang 1 M' Pipa PVC Tipe AW Diameter 3/4"Bahan

1.200 M' Pipa PVC 3/4" @ Rp. 17,500.00 = Rp. 21,000.0035.0 %Harga PipaPerlengkapan @ Rp. 245.00 = Rp. 85.75 Rp. 21,085.75

Tenaga0.036 Oh Pekerja @ Rp. 24,000.00 = Rp. 864.000.060 Oh Tukang Pipa @ Rp. 27,000.00 = Rp. 1,620.000.006 Oh Kepala Tukang @ Rp. 28,500.00 = Rp. 171.00


J. INSTALASI AIR KOTOR1 Memasang 1 M' Pipa PVC Tipe AW Diameter 3"

Bahan1.200 M' Pipa PVC 3" @ Rp. 12,450.00 = Rp. 14,940.00

35.0 %Harga PipaPerlengkapan @ Rp. 174.30 = Rp. 61.01 Rp. 15,001.01

Tenaga0.081 Oh Pekerja @ Rp. 24,000.00 = Rp. 1,944.000.135 Oh Tukang Pipa @ Rp. 27,000.00 = Rp. 3,645.00

0.0135 Oh Kepala Tukang @ Rp. 28,500.00 = Rp. 384.750.0041 Oh Mandor @ Rp. 30,000.00 = Rp. 123.00 Rp. 6,096.75

Rp. 21,097.755

2 Memasang 1 M' Pipa PVC Tipe AW Diameter 4"Bahan

1.200 M' Pipa PVC 4" @ Rp. 18,800.00 = Rp. 22,560.0035.0 %Harga PipaPerlengkapan @ Rp. 263.20 = Rp. 92.12 Rp. 22,652.12

Tenaga0.081 Oh Pekerja @ Rp. 24,000.00 = Rp. 1,944.000.135 Oh Tukang Pipa @ Rp. 27,000.00 = Rp. 3,645.00

0.0135 Oh Kepala Tukang @ Rp. 28,500.00 = Rp. 384.750.0041 Oh Mandor @ Rp. 30,000.00 = Rp. 123.00 Rp. 6,096.75

Rp. 28,748.870

K. SAPTICTANK DAN RESAPAN

1 1 Unit Septictank

Bahan

770 bh Batu Bata @ Rp. 900.00 = Rp. 693000.00

12.0394 Zak Semen Portland @ Rp. 43,155.00 = Rp. 519560.31

0.18 M3 Pasir Pasang @ Rp. 145,000.00 = Rp. 26100.00

0.03 kg Kerikil Beton @ Rp. 137,500.00 = Rp. 4125.00

4.85 kg Besi Beton @ Rp. 5,850.00 = Rp. 28372.500.12 M3 Pasir Beton @ Rp. 165,000.00 = Rp. 19800.00 Rp. 1,290,957.81

Upah

2.26 oh Pekerja @ Rp. 24,000.00 = Rp. 54240.00

0.72 oh Tukang Batu @ Rp. 28,000.00 = Rp. 20160.00

0.07 oh Kepala Tukang @ Rp. 28,500.00 = Rp. 1995.000.11 oh Mandor @ Rp. 30,000.00 = Rp. 3300.00 Rp. 79,695.00

Rp. 1,370,652.81

2 1 Unit ResapanBahan

500 bh Batu Bata @ Rp. 900.00 = Rp. 450000.007.09 Zak Semen Portland @ Rp. 43155.00 = Rp. 305968.950.18 M3 Pasir Pasang @ Rp. 145000.00 = Rp. 26100.00

0.015 kg Kerikil Beton @ Rp. 137500.00 = Rp. 2062.502.4 kg Besi Beton @ Rp. 5850.00 = Rp. 14040.00

0.06 M3 Pasir Beton @ Rp. 165000.00 = Rp. 9900.00 Rp. 808,071.45

Upah2.05 oh Pekerja @ Rp. 24000.00 = Rp. 49200.000.36 oh Tukang Batu @ Rp. 28000.00 = Rp. 10080.00

0.035 oh Kepala Tukang @ Rp. 28500.00 = Rp. 997.500.055 oh Mandor @ Rp. 30000.00 = Rp. 1650.00 Rp. 61927.50

Rp. 869,998.95

L. PEKERJAAN PLAFON1 1 M2 Langit - langit Asbes (1.00x1.00) m, Tebal 6 mm

Bahan1.100 Lbr Pelat Asbes Tebal 6 mm @ Rp. 26,400.00 = Rp. 29,040.000.010 Kg Paku @ Rp. 9,350.00 = Rp. 93.50 Rp. 29,133.50

Tenaga0.030 Oh Pekerja @ Rp. 24,000.00 = Rp. 720.00

0.07 Oh Tukang Kayu @ Rp. 30,000.00 = Rp. 2,100.000.007 Oh Kepala Tukang @ Rp. 31,500.00 = Rp. 220.500.002 Oh Mandor @ Rp. 30,000.00 = Rp. 45.00 Rp. 3,085.50

Rp. 32,219.00

2 1 M2 Pasang Rangka Langit - langit (1.00x1.00) m, Kayu KamperBahan

0.012 Kayu Kamper, Balok @ Rp. 880,000.00 = Rp. 10,560.000.100 Kg Paku Biasa 2" - 5" @ Rp. 8,250.00 = Rp. 825.00 Rp. 11,385.00

Upah :0.150 Oh Pekerja @ Rp. 24,000.00 = Rp. 3,600.000.250 Oh Tukang Kayu @ Rp. 30,000.00 = Rp. 7,500.000.025 Oh Kepala Tukang @ Rp. 31,500.00 = Rp. 787.500.075 Oh Mandor @ Rp. 30,000.00 = Rp. 2,250.00 Rp. 14,137.50

Rp. 25,522.50

3 1 M' Pasang List Plafon - Kayu ProfilBahan

1.050 M' Kayu Profil @ Rp. 5,000.00 = Rp. 5,250.00 Rp. 5,250.00

Tenaga0.021 Oh Pekerja @ Rp. 24,000.00 = Rp. 504.000.021 Oh Tukang Kayu @ Rp. 30,000.00 = Rp. 630.000.002 Oh Kepala Tukang @ Rp. 31,500.00 = Rp. 63.000.001 Oh Mandor @ Rp. 30,000.00 = Rp. 30.00 Rp. 1,227.00

Rp. 6,477.00

M3

RENCANA ANGGARAN BIAYA(RAB)No Uraian Pekerjaan Volume Satuan Harga Satuan Jumlah Total

A. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN

1 Pembuatan Kantor Sementaran (direksi keet) 15 Rp 1,261,326.00 Rp 18,919,890.00

2 Membersihkan Lapangan dan Peralatan 550.00 Rp 25,500.00 Rp 14,025,000.00

3 Pengukuran dan Pemasangan Bouplank 94.00 M' Rp 23,290.00 Rp 2,189,260.00 Rp 35,134,150.00

B. PEKERJAAN TANAH

1 Galian Tanah Biasa sedalam 1 Meter 155.362 Rp 10,800.00 Rp 1,677,909.60

2 Urugan Pasir Bawah Pondasi Menerus 14.309 Rp 163,500.00 Rp 2,339,521.50

3 Urugan Pasir Bawah Pondasi Setempat 3.672 Rp 163,500.00 Rp 600,372.00

4 Urugan Pasir Bawah Lantai 14.6 Rp 163,500.00 Rp 2,387,100.00

5 Urugan Peninggi Pail Lantai 29.2 Rp 133,500.00 Rp 3,898,200.00

6 Urugan Kembali Pondasi Menerus 47.988 Rp 5,178.00 Rp 248,481.86

7 Urugan Kembali Pondasi Setempat 27.4176 Rp 5,178.00 Rp 141,968.33 Rp 11,293,553.30


1 Pasangan Pondasi Batu Kosong 28.362 Rp 183,001.50 Rp 5,190,288.54

2 Pasangan Pondasi Batu Kali 46.38 Rp 355,121.60 Rp 16,470,539.81

3 Pasangan Bata Merah 1/2 Bata, 1 Pc : 3Ps 720.32 Rp 92,647.75 Rp 66,736,025.12

4 Plesteran 1 Pc : 3 Ps, Tebal 20 mm 130.8 Rp 28,426.85 Rp 3,718,231.98

5 Plesteran 1 Pc : 6 Ps, Tebal 20 mm 1440.64 Rp 22,965.15 Rp 33,084,513.70

6 Pekerjaan Pasangan Tali Air 491.92 Rp 4,594.44 Rp 2,260,095.70 Rp 127,459,694.84

D. PEKERJAAN BETON

1 Membuat Lantai Kerja Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr 1.224 Rp 47,414.00 Rp 58,034.74

2 Membuat Pondasi Setempat Beton Bertulang(Beton K225 dan Bekisting) 2.775 Rp 888,492.50 Rp 2,465,566.69

3 Membuat Sloof dan Begesting 4.3605 Rp 715,872.50 Rp 3,121,562.04

4 Kolom Struktur 3.8808 Rp 888,492.50 Rp 3,448,061.69

5 Kolom Praktis 3.7125 Rp 715,872.50 Rp 2,657,676.66

6 Membuat Beton Bertulang K175 2.881 Rp 1,865,631.30 Rp 5,374,883.78

7 Membuat Ring Balk 7.268 Rp 1,865,631.30 Rp 13,559,408.29

8 Pekerjaan Beton Plat Lantai 20.195 Rp 2,159,631.30 Rp 43,613,754.10

9 Membuat Tangga Beton Bertulang (200 Kg Besi dan Bekisting) 4.075 Rp 1,436,993.80 Rp 5,855,749.74 Rp 80,154,697.71

M2

M2

M3

M3

M3

M3

M3

M3

M3

M3

M3

M2

M2

M2

M3

M3

M3

M3

M3

M3

M3

M3

M3

E. PEKERJAAN PEMBESIAN

1 Foot Plat 831.13 Kg Rp 6,746.55 Rp 5,607,260.10 2 Pembesian Sloof 1323.82 Kg Rp 6,746.55 Rp 8,931,217.82 3 Pembesian Kolom Struktur 903.728 Kg Rp 6,746.55 Rp 6,097,046.14 4 Pembesian Kolom Praktis 3.7125 Kg Rp 6,746.55 Rp 25,046.57 5 Pembesian pada Ring Balk 7.268 Kg Rp 6,746.55 Rp 49,033.93 6 Peembesian Plat Lantai 2402.33 Kg Rp 6,746.55 Rp 16,207,439.46

7 Pembesian pada Tangga 246.94 Kg Rp 6,746.55 Rp 1,665,993.06 Rp 38,583,037.07

F. PEKERJAAN ATAP

1 Pasang Konstruksi Kuda - Kuda Kayu Kamper 1.352 Rp 2,127,280.00 Rp 2,876,082.56

2 Pasang Gording Kayu Kamper 0.32 Rp 2,127,280.00 Rp 680,729.60

3 Pasang Jurai, Balok Tembok, Nok Balok Kayu Kamper 0.4458 Rp 2,127,280.00 Rp 948,341.42

4 Pasang Kaso dan Reng, kayu Kamper 153.4 Rp 19,587.50 Rp 3,004,722.50

5 Pasang Atap Genteng Metal 153.4 Rp 38,415.00 Rp 5,892,861.00 Rp 13,402,737.08


1 Pasang Kusen Pintu dan Jendela Kayu Kamper 2.23435 Rp 1,812,000.00 Rp 4,048,642.20

2 Pasang Pintu , Rangka Kayu Kamper 97.4064 Rp 176,327.50 Rp 17,175,427.00

3 Pasang Kaca Cermin , Tebal 5 mm 83.7446 Rp 148,575.00 Rp 12,442,353.95 Rp 33,666,423.14

H. PEKERJAAN KERAMIK LATAI, KM/WC DAN PAVING

1 Pasang Lantai Ubin Teraso Ukuran 40x40 Cm 265.15 Rp 86,264.60 Rp 22,873,058.69

2 Pasang Lantai Keramik 20x20 Cm 16.5 Rp 101,010.10 Rp 1,666,666.61

3 Pasang Dinding Keramik 20x20 Cm 56.7 Rp 1,135,137.50 Rp 64,362,296.25

4 Pasangan Paving Block 34.9 Rp 27,382.50 Rp 955,649.25 Rp 89,857,670.80

I. INSTALASI AIR BERSIH

1 Kran Diameter 3/4" atau 1/2" 7 Bh Rp 26,862.50 Rp 188,037.50

2 Pipa PVC Tipe AW Diameter 1/2" 84.56 M' Rp 23,794.75 Rp 2,012,084.06 Rp 2,200,121.56

J. INSTALASI AIR KOTOR

1 Pipa PVC Tipe AW Diameter 3" 22.88 M' Rp 21,097.76 Rp 482,716.63

2 Pipa PVC Tipe AW Diameter 4" 42.67 M' Rp 28,748.87 Rp 1,226,714.28 Rp 1,709,430.92


1 Pembuatan Sumur Resapan 1 Unit Rp 869,998.95 Rp 869,998.95

2 Pembuatan Saptictank 1 Unit Rp 1,370,652.81 Rp 1,370,652.81 Rp 2,240,651.76

L. PEKERJAAN PLAFON

1 Langit - langit Akustik (100x100) Cm 285.66 Rp 32,219.00 Rp 9,203,679.54

2 Rangka Langit - langit (100x100) cm, Kayu Kamper 285.66 Rp 25,522.50 Rp 7,290,757.35

3 List Plafon - Kayu Profil 262 M' Rp 6,477.00 Rp 1,696,974.00

Rp 18,191,410.89

M. PEKERJAAN INSTALASI LISTRIK

1 Pemasangan Lampu Plafon 14 ttk Rp 52,850.00 Rp 739,900.00

M3

M3

M3

M2

M2

M3

M2

M2

M2

M2

M2

M2

M2

M2

REKAPITULASI RENCANA ANGGARAN BIAYA(RAB)

Kode Uraian Pekerjaan Biaya Jumlah Biaya

A. ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN

1 Pembuatan Kantor Sementaran (direksi keet) Rp 18,919,890.00 2 Membersihkan Lapangan dan Peralatan Rp 14,025,000.00

3 Pengukuran dan Pemasangan Bouplank Rp 2,189,260.00 Rp 35,134,150.00

B. PEKERJAAN TANAH

1 Galian Tanah Biasa sedalam 1 Meter Rp 1,677,909.60 2 Urugan Pasir Bawah Pondasi Menerus Rp 2,339,521.50 3 Urugan Pasir Bawah Pondasi Setempat Rp 600,372.00 4 Urugan Pasir Bawah Lantai Rp 2,387,100.00 5 Urugan Peninggi Pail Lantai Rp 3,898,200.00 6 Urugan Kembali Pondasi Menerus Rp 248,481.86

7 Urugan Kembali Pondasi Setempat Rp 141,968.33 Rp 11,293,553.30


1 Pasangan Pondasi Batu Kosong Rp 5,190,288.54 2 Pasangan Pondasi Batu Kali, 1 Pc : 5 Ps Rp 16,470,539.81 3 Pasangan Bata Merah Selain KM/WC Tebal 1/2 Bata, 1 Pc : 3Ps Rp 66,736,025.12 4 Plesteran 1 Pc : 3 Ps, Tebal 20 mm Rp 3,718,231.98 5 Plesteran 1 Pc : 6 Ps, Tebal 20 mm Rp 33,084,513.70

6 Pekerjaan Pasangan Tali Air Rp 2,260,095.70 Rp 127,459,694.84

D. PEKERJAAN BETON

1 Membuat Lantai Kerja Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr Rp 58,034.74 2 Membuat Pondasi Setempat Beton Bertulang(Beton K225 dan Bekisting) Rp 2,465,566.69 3 Membuat Sloof dan Begesting Rp 3,121,562.04 4 Kolom Struktur (K225 dan Bekisting) Rp 3,448,061.69 5 Kolom Praktis(K175 dan Begesting) Rp 2,657,676.66 6 Membuat Beton K175 Rp 5,374,883.78 7 Membuat Ring Balk Rp 13,559,408.29 8 Pekerjaan Beton Plat Lantai Rp 43,613,754.10

9 Membuat Tangga Beton Bertulang Rp 5,855,749.74 Rp 80,154,697.71

E. PEKERJAAN PEMBESIAN

1 Foot Plat Rp 5,607,260.10 2 Pembesian Sloof 15/20 Rp 8,931,217.82 3 Pembesian Kolom Struktur 35/35 Rp 6,097,046.14 4 Pembesian Kolom Praktis Lantai 1 15/15 Rp 25,046.57 5 Pembesian pada Balok 15/20 Rp 49,033.93 6 Peembesian Plat Lantai dan Plat Atap Garasi Rp 16,207,439.46

7 Pembesian pada Tangga Rp 1,665,993.06 Rp 38,583,037.07

F. PEKERJAAN ATAP

Pasang Konstruksi Kuda - Kuda Kayu Kamper Rp 2,876,082.56 2 Pasang Gording Kayu Kamper Rp 680,729.60 3 Pasang Jurai, Balok Tembok, Nok Balok Kayu Kamper Rp 948,341.42 4 Pasang Kaso dan Reng, kayu Kamper Rp 3,004,722.50

5 Pasang Atap Genteng Metal Rp 5,892,861.00 Rp 13,402,737.08


1 Pasang Kusen Pintu dan Jendela Kayu Kamper Rp 4,048,642.20 2 Pasang Pintu , Rangka Kayu Kamper Rp 17,175,427.00 3 Pasang Kaca Cermin , Tebal 5 mm Rp 12,442,353.95

Rp 33,666,423.14 H. PEKERJAAN KERAMIK LATAI, KM/WC DAN PAVING

1 Pasang Lantai Ubin Teraso Ukuran 40x40 Cm Rp 22,873,058.69 2 Pasang Lantai Keramik 20x20 Cm Rp 1,666,666.61 3 Pasang Dinding Keramik 20x20 Cm Rp 64,362,296.25

4 Pasangan Paving Block Rp 955,649.25 Rp 89,857,670.80

I. INSTALASI AIR BERSIH

1 Kran Diameter 3/4" atau 1/2" Rp 188,037.50

2 Pipa PVC Tipe AW Diameter 3/4" Rp 2,012,084.06 Rp 2,200,121.56

J. INSTALASI AIR KOTOR

1 Pipa PVC Tipe AW Diameter 3" Rp 482,716.63

2 Pipa PVC Tipe AW Diameter 4" Rp 1,226,714.28 Rp 1,709,430.92


1 Pembuatan Resapan Rp 869,998.95

2 Pembuatan Saptictank Rp 1,370,652.81 2,240,651.76

L. PEKERJAAN PLAFON

1 Langit - langit Akustik (80x80) Cm Rp 9,203,679.54 2 Rangka Langit - langit (80x80) cm, Kayu Kamper Rp 7,290,757.35 3 List Plafon - Kayu Profil Rp 1,696,974.00

Rp 18,191,410.89

M. PEKERJAAN INSTALASI LISTRIK

1 Pemasangan Lampu Plafon Rp 739,900.00 2 Pemasanan Lampu Gantung Rp 300,000.00 3 Pemasangan Lampu Tanam Rp 92,250.00 4 Pemasangan Zekering Group Rp 571,000.00 5 Pemasangan Saklar Ganda Rp 319,500.00 6 Pemasangan Saklar Tunggal Rp 205,000.00

Rp 2,227,650.00 N PEKERJAAN PENGECATAN

1 1 M2 Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Rp 104,781,340.61 Rp 104,781,340.61

O PEKERJAAN UNCI, SLOT, DAN ENGSEL

1 1 Buah Pasang Engsel Pintu Rp 109,890.00 2 1 Buah Pasang Engsel Jendela Rp 221,340.00 3 1 Buah Pasang Kunci Slot Engkel Rp 31,080.00 4 1 Buah Pasang Grendel Pintu Rp 158,662.50 5 1 Buah Pasang Grendel Jendela Rp 180,127.50

Rp 701,100.00

TOTAL BIAYA Rp 561,603,669.68

INVENTARIS BILL OF QUANTITY

NO URAIAN PEKERJAAN QUANTITY SATUANA PEKERJAAN PERSIAPAN1 Direksi keet 5x 3 15.00

2 Pembersihan Lokasi 550.003 Pekerjaan Eset 94.00 m

B PEKERJAAN TANAH1 Galian Tanah Pondasi Menerus 121.09

2 Galian Tanah Pondasi Setempat 34.272

3 Urukan Pasir Bawah Pondasi Menerus 14.309

4 Urukan Pasir Bawah Pondasi Setempat 3.672

5 Urukan Pasir Bawah Lantai 14.6

6 Urukan Peninggi Peil Lantai 29.2

7 Urukan Tanah Kembali Pondasi Menerus 47.988

8 Urukan Tanah Kembali Pondasi Setempat 27.4176

C PEKERJAAN PASANGAN DAN PLESTERAN1 Anstamping 28.3622 Pondasi Batu Kali 46.38 m³3 Trasraam 65.4 m³

4 Pasangan Bata biasa 720.32

5 Pekerjaan Plesteran Trasraam 1Pc : 3Ps 130.8

6 Pekerjaan Plesteran Biasa 1PC : 6Ps 1440.647 Pekerjaan Benangan Tali Air 491.92 m

D PEKERJAAN BETON1 Beton lantai kerja 1.224

2 Beton Pondasi Setempat 2.775

3 Beton sloof 15/30 4.3605

4 Beton kolom struktur 15/30 3.8808

5 Beton kolom praktis 15/30 3.7125

6 Beton ring balok10/15 7.268

7 Beton Leufel 2.881

8 Beton Pada Plat Lantai 20.195

9 Beton Tangga 4.075

E PEKERJAAN PEMBESIAN1 Pondasi Setempat 831.13 Kg2 Pembesian Sloof 1323.82 Kg3 Pembesian Kolom Struktur 903.728 Kg4 Pembesian Kolom Praktis 866.75 Kg5 Ring Balk 1261.68 Kg6 Pembesian Tangga 246.94 Kg7 Pembesian Plat 2402.33 Kg

F PEKERJAAN ATAP1 Kuda-kuda 1.352

2 Gording 0.32

3 Jurai, Nok, Reuter 0.4458

4 Reng dan Usuk 153.4

m²m²

m³m³m³m³m³m³m³m³

m³

m²m²m²

m³m³m³m³m³m³m³m³m³

m³m³m³m³

5 Genteng 153.4 m²

G PEKERJAAN KUSEN, DAUN JENDELA DAN PINTU1 Kusen 2.234352 Kayu Untuk Daun Pintu dan Jendela 97.4064 m²3 Kaca Untuk Daun Ointu dan Jendela 83.7446 m²

H PEKERJAAN PLAFONT1 Penutup Plafon 285.66 m²2 Rangka Plafon 285.66 m²3 list Plafon 262 m

I PEKERJAAN KUNCI, ENGSEL DAN SLOT1 slot kunci engkel 7 Set2 engsel pintu 9 Set3 engsel jendela 21 Set4 Grendel Pintu 15 Set5 Grendel Jendela 21 Set

J PEKERJAAN KERAMIK1 Keramik Lantai40/40 265.15 m²2 Keramik Lantai KM 20/20 16.5 m²3 Keramik Dinding 56.7 m²4 Paving 34.9 m²

K PEKERJAAN INSTALASI AIR BERSIH1 Sanitasi Air Bersih PVC 1/2" 84.56 m2 Kran 7 Buah

L INSTALASI AIR KOTOR3 Sanitasi Kotoran PVC 4" 22.88 m4 Sanitasi Air Kotor PVC 3" 42.67 m

M PEKERJAAN INSTALASI LISTRIK1 Lampu Plafon 14 Titik2 Lampu Gantung 4 Titik3 Lampu Tanam 3 Titik4 Stop Kontak 11 Titik5 Saklar Double 9 Titik6 Saklar Tunggal 10 Titik7 Sekring 2 Titik

N PEKERJAAN SEPTICKTANK1 Septictank 1 Titik2 Resapan 1 Titik

O PEKERJAN PENGECATAN1 Pengecatan 1571.44 m²

m³

m²

m²

m²

TENAGA KERJANO URAIAN PEKERJAAN Koefisien Volume Kebutuhan Waktu(hari) SDM

A PEKERJAAN PERSIAPAN

1 Pembersihan

Pekerja 1.00 550.00 550.000 12 46

Mandor 0.05 550.00 27.500 12 2

2 Bouwplank

Tukang Kayu 0.10 94.00 9.400 1 9

Pekerja 0.10 94.00 9.400 1 9

Kepala Tukang 0.01 94.00 0.940 1 1

Mandor 0.01 94.00 0.470 1 0

3 Direksi keet

Tukang Kayu setengah terampil 2.00 15 30.000 2 15

Tukang Batu 1.00 15 15.000 2 8

Pekerja 2.00 15 30.000 2 15

Kepala Tukang 0.30 15 4.500 2 2

Mandor 0.05 15 0.750 2 0

B PEKERJAAN TANAH

1 Galian Tanah

pekerja 0.40 155.36 62.145 3 21

mandor 0.04 155.36 6.214 3 2

2 Urugan Peninggi Pail Lantai

pekerja 0.300 29.20 8.760 2 4

mandor 0.010 29.20 0.292 2 0

3 Urugan Pasir Bawah Pondasi Setempat

pekerja 0.300 3.67 1.102 2 1

mandor 0.010 3.67 0.037 2 0

4 Urugan Pasir Bawah Pondasi Menerus

pekerja 0.300 14.309 4.293 1 4

mandor 0.010 14.309 0.143 1 0

5 Urugan Pasir Bawah Lantai

Pekerja 0.192 14.6 2.803 1 3

Mandor 0.019 14.6 0.277 1 0

6 Urugan Kembali Pondasi Menerus

Pekerja 0.192 47.988 9.214 1 9

Mandor 0.019 47.988 0.912 1 1

7 Urugan Kembali Pondasi Setempat

Pekerja 0.192 14.65 2.813 1 3

Mandor 0.019 14.65 2.813 1 3


1 Pasangan Pondasi Batu Kosong

Pekerja 0.780 28.362 22.122 3 7

Tukang Batu 0.300 28.362 8.509 3 3

Kepala Tukang 0.039 28.362 1.106 3 0

Mandor 0.039 28.362 1.106 3 0

2 Pasangan Pondasi Batu Kali

Pekerja 1.500 46.38 69.570 4 17

Tukang Gali 0.600 46.38 27.828 4 7

Kepala Tukang 0.060 46.38 2.783 4 1

Mandor 0.075 46.38 3.479 4 1

3 Pasangan Bata Merah 1/2 Bata, 1 Pc : 3Ps

Pekerja 0.320 720.32 230.502 12 19

Tukang Batu 0.100 720.32 72.032 12 6

Kepala Tukang 0.010 720.32 7.203 12 1

Mandor 0.015 720.32 10.805 12 1

4 Plesteran 1 Pc : 3 Ps, Tebal 20 mm

Pekerja 0.250 130.8 32.700 5 7

Tukang Batu 0.200 130.8 26.160 5 5

Kepala Tukang Batu 0.020 130.8 2.616 5 1

Mandor 0.013 130.8 1.635 5 0

5 Plesteran 1 Pc : 6 Ps, Tebal 20 mm

Pekerja 0.250 1440.64 360.160 12 30

Tukang Batu 0.200 1440.64 288.128 12 24

Kepala Tukang 0.020 1440.64 28.813 12 2

Mandor 0.013 1440.64 18.008 12 2

6 Pekerjaan Tali Air

Tukang kayu 0.12 491.92 59.030 4 15

Mandor 0.01 491.92 4.919 4 1

D PEKERJAAN BETON

1 Lantai Kerja Beton Tumbuk

Pekerja 1.150 1.224 1.408 2 1

Tukang Batu 0.020 1.224 0.024 2 0

Kepala Tukang Batu 0.002 1.224 0.002 2 0

Mandor 0.006 1.224 0.007 2 0

2 Pondasi Setempat Beton Bertulang

Pekerja 3.900 2.775 10.823 2 5

Tukang Batu Setengah Terampil 0.350 2.775 0.971 2 0

Tukang Kayu Setengah Terampil 1.040 2.775 2.886 2 1

Kepala Tukang 0.245 2.775 0.680 2 0

Mandor 0.165 2.775 0.458 2 0

3 Pasangan Bekisting untuk Sloof dan beton sloof

Pekerja 0.300 4.3605 1.308 1 1

Tukang Kayu 0.260 4.3605 1.134 1 1

Kepala Tukang 0.026 4.3605 0.113 1 0

Mandor 0.005 4.3605 0.022 1 0

4 Pasangan Bekisting Kolom praktis dan beton kolomnya

Pekerja 3.900 3.7125 14.479 2 7



Kepala Tukang 0.245 3.7125 0.910 2 0

Mandor 0.165 3.7125 0.613 2 0

5 Ring Balk

Pekerja 5.960 7.268 43.317 2 22

Tukang Batu 0.350 7.268 2.544 2 1

Tukang Kayu 2.800 7.268 20.350 2 10

Tukang Besi 1.400 7.268 10.175 2 5

Kepala Tukang 0.455 7.268 3.307 2 2

Mandor 0.208 7.268 1.512 2 1

6 Kolom Struktur

Pekerja 3.900 3.8808 15.135 2 8



Kepala Tukang 0.245 3.8808 0.951 2 0

Mandor 0.165 3.8808 0.640 2 0

7 Pekerjaan Beton Plat Lantai

Pekerja 5.800 20.195 117.131 8 15



Kepala Tukang 0.420 20.195 8.482 8 1

Mandor 0.185 20.195 3.736 8 0

8 Tangga Beton Bertulang

Pekerja 5.600 4.075 22.820 3 8



Kepala Tukang 0.405 4.075 1.650 3 1

Mandor 0.202 4.075 0.823 3 0

9 Membuat Beton K175

Pekerja 0.200 2.881 0.576 2 0



Kepala Tukang 5.000 2.881 14.405 2 7

Mandor 0.520 2.881 1.498 2 1

E PEKERJAAN ATAP

1 Konstruksi Kuda - Kuda Kayu Jati

Pekerja 4.000 1.352 5.408 2 3

Tukang Kayu 12.000 1.352 16.224 2 8

Kepala Tukang 1.200 1.352 1.622 2 1

Mandor 0.200 1.352 0.270 2 0

2 Gording

Pekerja 4.000 0.32 1.280 2 1

Tukang Kayu Terampil 12.000 0.32 3.840 2 2

Kepala Tukang Kayu 1.200 0.32 0.384 2 0

Mandor 0.200 0.32 0.064 2 0

3 Kaso dan Reng Genteng

Pekerja 0.100 153.4 15.340 3 5

Tukang Kayu 0.100 153.4 15.340 3 5

Kepala Tukang 0.010 153.4 1.534 3 1

Mandor 0.005 153.4 0.767 3 0

4 Jurai, Nok dan Reuter

Pekerja 4.000 0.4458 1.783 1 2

Tukang Kayu Terampil 12.000 0.4458 5.350 1 5

Kepala Tukang Kayu 1.200 0.4458 0.535 1 1

Mandor 0.200 0.4458 0.089 1 0

7 1 M2 Pasang Atap Pelentongan Besar

Pekerja 0.200 135.28 27.056 4 7

Tukang Kayu 0.100 135.28 13.528 4 3

Kepala Tukang 0.010 135.28 1.353 4 0

Mandor 0.010 135.28 1.353 4 0

F PEKERJAAN PENUTUP ATAP

1 Rangka Plafond

Pekerja 0.150 285.66 42.849 4 11

Tukang Kayu 0.250 285.66 71.415 4 18

Kepala Tukang 0.025 285.66 7.142 4 2

Mandor 0.075 285.66 21.425 4 5

2 List Plafon

Pekerja 0.050 262 13.100 1 13

Tukang Kayu 0.050 262 13.100 1 13

Kepala Tukang 0.005 262 1.310 1 1

Mandor 0.003 262 0.786 1 1

3 Langit - langit Asbes

Pekerja 0.030 285.66 8.570 2 4

Tukang Kayu 0.070 285.66 19.996 2 10

Kepala Tukang 0.007 285.66 2.000 2 1

Mandor 0.0015 285.66 0.428 2 0

G. PEKERJAAN KUSEN, DAUN JENDELA DAN PINTU

1 1 M3 Pasang Kusen Pintu dan Jendela Kayu Kamper

Pekerja 6.000 2.23435 13.406 6 2

Tukang Kayu 18.000 2.23435 40.218 6 7

Kepala Tukang 2.000 2.23435 4.469 6 1

Mandor 0.300 2.23435 0.670 6 0

2 Kayu Untuk Daun Pintu dan Jendela

Pekerja 0.600 97.4064 58.444 7 8

Tukang Kayu 2.000 97.4064 194.813 7 28

Kepala Tukang 0.200 97.4064 19.481 7 3

Mandor 0.030 97.4064 2.922 7 0

2 Pasang Kaca

Pekerja 0.015 83.7446 1.256 2 1

Tukang Kayu 0.150 83.7446 12.562 1 13

Kepala Tukang 0.015 83.7446 1.256 1 1

Mandor 0.00075 83.7446 0.063 1 0

H. PEKERJAAN KUNCI, ENGSEL DAN SLOT

1 1 Buah Pasang Kunci Selot

Pekerja 0.020 7 0.140 1 0

Tukang Kayu 0.200 7 1.400 1 1

Kepala Tukang 0.020 7 0.140 1 0

Mandor 0.001 7 0.007 1 0

2 1 Buah Pasang Engsel Jendela

Pekerja 0.010 21 0.210 1 0

Tukang Kayu 0.100 21 2.100 1 2

Kepala Tukang 0.010 21 0.210 1 0

Mandor 0.0005 21 0.011 1 0

3 Pasang Grendel pintu

Pekerja 0.005 15 0.075 1 0

Tukang Kayu 0.500 15 7.500 1 8

Kepala Tukang 0.005 15 0.075 1 0

Mandor 0.0025 15 0.038 1 0

4 Engsel Pintu

Pekerja 0.015 10 0.150 1 0

Tukang Kayu 0.15 10 1.500 1 2

Kepala Tukang 0.015 10 0.150 1 0

Mandor 0.00075 10 0.008 1 0

5 Grendel Jendela

Pekerja 0.005 21 0.105 1 0

Tukang Kayu 0.100 21 2.100 1 2

Kepala Tukang 0.005 21 0.105 1 0

Mandor 0.0005 21 0.011 1 0

I PEKERJAAN INSTALASI AIR BERSIH

1 Pipa PVC Tipe AW Diameter 1/2"

Pekerja 0.036 84.56 3.044 1 3

Tukang Batu 0.060 84.56 5.074 1 5

Kepala Tukang 0.006 84.56 0.507 1 1

Mandor 0.0018 84.56 0.152 1 0

2 Kran

Pekerja 0.010 7 0.070 1 0

Tukang Batu 0.100 7 0.700 1 1

Kepala Tukang 0.010 7 0.070 1 0

Mandor 0.005 7 0.035 1 0

J. PEKERJAAN INSTALASI AIR KOTOR

1 Pipa PVC Tipe AW Diameter 3"

Pekerja 0.054 42.67 2.304 1 2

Tukang Batu 0.090 42.67 3.840 1 4

Kepala Tukang 0.009 42.67 0.384 1 0

Mandor 0.0027 42.67 0.115 1 0

2 Pipa PVC Tipe AW Diameter 4"

Pekerja 0.081 22.88 1.853 1 2

Tukang Batu 0.135 22.88 3.089 1 3

Kepala Tukang 0.0135 22.88 0.309 1 0

Mandor 0.0041 22.88 0.094 1 0

K. PEKERJAAN PASANG SEPTICTANK DAN RESAPAN

1 Septictank

Pekerja 2.26 1 2.260 2 1

Tukang batu 0.72 1 0.720 2 0

Kepala tukang 0.07 1 0.070 2 0

Mandor 0.11 1 0.110 2 0

2 Resapan

Pekerja 1.52 1 1.520 1 2

T. batu 0.47 1 0.470 1 0

Kepala tukang 0.05 1 0.050 1 0

Mandor 0.07 1 0.070 1 0

L. PEKERJAAN INSTALASI LISTRIK

1 Lampu Plafond

kepala tukang 0.05 14 0.700 2 0

tukang listrik 1 14 14.000 2 7

pekerja 1 14 14.000 2 7

2 Saklar tunggal

kepala tukang 0.05 10 0.500 1 1

tukang listrik 0.5 10 5.000 1 5

pekerja 0.05 10 0.500 1 1

3 Saklar Ganda

kepala tukang 0.05 9 0.450 1 0


pekerja 0.05 9 0.450 1 0

4 Pemasanan Lampu Gantung


tukang listrik 1 4 4.000 2 2

pekerja 1 4 4.000 2 2

5 Pemasangan Lampu Tanam



pekerja 0.05 3 0.150 1 0

6 Stop Kontak

kepala tukang 0.05 11 0.550 1 1


pekerja 0.05 11 0.550 1 1

7 Pemasangan Zekering Group



pekerja 0.05 2 0.100 1 0

M. PEKERJAAN PEMBESIAN

1 Sloof

Pekerja

Tukang Besi Terampil 0.007 1323.82 9.267 2 5

Kepala Tukang Besi Beton 0.007 1323.82 9.267 2 5

Mandor 0.0007 1323.82 0.927 2 0

2 Ring Balk

Pekerja



Mandor 0.0007 1261.68 0.883 2 0

3 Kolom Praktis

Pekerja



Mandor 0.0007 866.75 0.607 2 0

4 Pelat lantai

Pekerja



Mandor 0.0007 2402.33 1.682 3 1

5 Pondasi Setempat

Pekerja 0.007 831.13 5.818 2 3



Mandor 0.0003 831.13 0.249 2 0

6 Pembesian Kolom Struktur

Pekerja 0.007 903.728 6.326 2 3



Mandor 0.0003 903.728 0.271 2 0

7 Pembesian Tangga

Pekerja 0.007 246.94 1.729 1 2



Mandor 0.0003 246.94 0.074 1 0

N PEKERJAAN MEMASANG KERAMIK

1 1 M2 Pasang Lantai Ubin Teraso Ukuran 40x40 Cm

Pekerja 1.200 14.76 17.712 3 6

Tukang Batu 0.220 14.76 3.247 3 1

Kepala Tukang 0.0215 14.76 0.317 3 0

Mandor 0.900 14.76 13.284 3 4

2 1 M2 Pasang Lantai Keramik 20x20 Cm

Pekerja 0.620 16.5 10.230 2 5

Tukang Batu 0.350 16.5 5.775 2 3

Kepala Tukang 0.035 16.5 0.578 2 0

Mandor 0.030 16.5 0.495 2 0

3 1 M2 Pasang Dinding Keramik 20x20 Cm

Pekerja 0.600 15.00 9.000 2 5

Tukang Batu 1.000 15.00 15.000 2 8

Kepala Tukang 0.045 15.00 0.675 2 0

Mandor 0.030 15.00 0.450 2 0

4 1 M² Pemasangan Paving Block

Pekerja 0.620 34.90 21.638 2 11

Tukang Batu 0.350 34.90 12.215 2 6

Kepala Tukang 0.035 34.90 1.222 2 1

Mandor 0.030 34.90 1.047 2 1

O PENGECATAN

1 Pengecatan Tembok Baru

Pekerja 0.020 1571.44 31.429 6 5

Tukang Cat 0.063 1571.44 99.001 6 17

Kepala Tukang 0.0063 1571.44 9.900 6 2

Mandor 0.0025 1571.44 3.929 6 1

KURVA S

NO JENIS PEKERJAAN Jumlah hargaBOBOT

DESEMBER - 10MINGGU KE-

(%) 1 2A PEKERJAAN PERSIAPAN Rp35,134,150.00 6.256 3.128 3.128B PEKERJAAN TANAH Rp11,293,553.30 2.011 1.005C PEKERJAAN PASANGAN Rp127,459,694.84 22.696D PEKERJAAN BETON Rp80,154,697.71 14.272 E PEKERJAAN PEMBESIAN Rp38,583,037.07 6.870F PEKERJAAN ATAP Rp13,402,737.08 2.387G PEKERJAAN KUSEN DAN DAUN JENDELA DAN PINTU Rp33,666,423.14 5.995H PEKERJAAN KERAMIK LATAI, KM/WC DAN PAVING Rp89,857,670.80 16.000I INSTALASI AIR BERSIH Rp2,200,121.56 0.392J INSTALASI AIR KOTOR Rp1,709,430.92 0.304

K. SAPTICTANK DAN RESAPAN Rp2,240,651.76 0.399L. PEKERJAAN PLAFON Rp18,191,410.89 3.239M. PEKERJAAN INSTALASI LISTRIK Rp2,227,650.00 0.397N. PEKERJAAN PENGECATAN Rp104,781,340.61 18.658O. PEKERJAAN UNCI, SLOT, DAN ENGSEL Rp701,100.00 0.125

TOTAL Rp561,603,669.68 100.000

Kumulatif Rencana 3.12802 4.133

Prosentase Kumulatif 3.12802 7.262

1485724

KURVA SDESEMBER - 10 JANUARI - 2011 FEBRUARI - 2011 FEBRUARI - 2011

MINGGU KE-3 4 5 6 7 8 9 10 11 12 13 10 11 12

1.005

3.783 3.783 3.783 3.783 3.783 3.7833.568 3.568 3.568 3.568

3.435 3.435 1.193 1.193

2.997 2.9978.000 8.000

0.392 0.304

0.399 3.239

0.198 0.198 18.658

0.125

1.005 3.783 7.218 7.218 7.351 8.446 7.351 3.568 1.193 9.392 14.435 2.997 0.125 18.658

8.267 12.050 19.267 26.485 33.836 42.282 49.632 53.200 54.394 63.785 78.220 81.218 81.342 100.000

bayu (2) estiminasi

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