Rumah

Rumah tipe 70

1 Pondasi keliling = 45Pondasi horizontal = 26Pondasi vertikal = 13.5Total Pondasi = 84.5 mDimensi Pondasi = 1.1 m2Kubikasi = 92.95m3

2 Sloof = 84.5 mDimensi Sloof (15x20) = 0.03 m2Kubikasi = 2.535m3

3 Kolom = 4 mDimensi Kolom (20x20) = 0.04 m2Kubikasi = 0.16 m3

@ 12 = 1.92m3

Dimensi Kolom (15x15) = 0.0225 m2Kubikasi = 0.09 m3

@ 12 = 1.08m3

4 Ringbalk = 84.5 mDimensi Ringbalk (15x15) = 0.0225 m2Kubikasi = 1.90125m3

5 Dinding = 338 m2Pasangan 1/2 bata = 317m2

6 Plesteran = 634m2

7 Acian = 634m2

8 Lantai rumah = 68 m2Lantai teras = 10.5 m2Total Lantai = 78.5m2

9 Plafond = 78.5m2

10 Dinding kramik wc = 6.5m2

11 Cat = 706m2

12 Besi Sloof= 338 m' = 209.56kgTulangan pokok (410)

Begel (d8-15) = 360.5333 m' = 144.213 kg

13 Besi KolomKolom (20x20) = 4 m

= 16 m'@ 12 = 192 m' = 170.88kg

Begel (d8-10) = 355.2 m' = 142.08kg

Kolom praktis (15x15) = 4 m= 16 m'

@ 12 = 192 m' = 119.04kgBegel (d8-15) = 172.8 m' = 69.12 kg

14 Ringbalk= 338 m' = 209.56kg

Begel (d8-15) = 360.5333 m' = 144.213 kg

15 Begisting SloofSloof (15x20) per meter = 0.4 m2Total Begisting = 33.8m2

16 Begisiting kolomKolom (20x20) per meter = 0.8 m2Total Begisting = 38.4m2

Kolom (15x15) per meter = 0.6 m2Total Begisting = 28.8m2

17 Begisting RingbalkRingbalk (15x20) per meter = 0.4 m2Total Begisting = 33.8m2

Tulangan pokok (412)



Luas pintu = 1.6 m2@ 5 = 8m2

Luas pintu WC = 1m2Luas Jendela = 2 m2

@ 6 = 12m2Total = 21m2

jumlah begel per meter 6.666667besi 10 total begel 563.3333 buah

besi 8

jumlah begel per meter 10besi 12 total begel 480 buahbesi 8

jumlah begel per meter 6.666667besi 10 total begel 320 buahbesi 8

besi 10 jumlah begel per meter 6.666667besi 8 total begel 563.3333 buah

Rumah tipe 45

1 Pondasi keliling = 37Pondasi horizontal = 19.5Pondasi vertikal = 10Total Pondasi = 66.5 mDimensi Pondasi = 1.1 m2Kubikasi = 73.15m3



@ 9 = 1.44m3


@ 7 = 0.63m3


5 Dinding = 266 m2Pasangan 1/2 bata = 247.4m2

6 Plesteran = 494.8m2

7 Acian = 494.8m2

8 Lantai rumah = 42 m2Lantai teras = 8.5 m2Total Lantai = 50.5m2

9 Plafond = 50.5m2


11 Cat = 539.8m2

12 Besi Sloof= 266 m' = 164.92kgTulangan pokok (410)

Begel (d8-15) = 283.7333 m' = 113.493kg


= 16 m'@ 9 = 144 m' = 128.16kg

Begel (d8-10) = 266.4 m' = 106.56kg


@ 7 = 112 m' = 69.44kgBegel (d8-15) = 100.8 m' = 40.32kg

14 Ringbalk= 266 m' = 164.92kg

Begel (d8-15) = 283.7333 m' = 113.493kg








Luas pintu = 1.6 m2@ 6 = 9.6m2


@ 4 = 8m2Total = 18.6m2


besi 8


jumlah begel per meter 6.666667besi 10 total begel 186.6667 buahbesi 8


Rumah tipe 36

1 Pondasi keliling = 33Pondasi horizontal = 19Pondasi vertikal = 8.1Total Pondasi = 60.1 mDimensi Pondasi = 1.1 m2Kubikasi = 66.11m3



@ 8 = 1.28m3


@ 6 = 0.54m3


5 Dinding = 240.4 m2Pasangan 1/2 bata = 227m2

6 Plesteran = 454m2

7 Acian = 454m2

8 Lantai rumah = 35.6 m2Lantai teras = 1.3 m2Total Lantai = 36.9m2

9 Plafond = 36.9m2


11 Cat = 485.4m2

12 Besi Sloof= 240.4 m' = 149.048kgTulangan pokok (410)

Begel (d8-15) = 256.4267 m' = 102.571kg


= 16 m'@ 8 = 128 m' = 113.92kg

Begel (d8-10) = 236.8 m' = 94.72kg


@ 6 = 96 m' = 59.52kgBegel (d8-15) = 86.4 m' = 34.56kg

14 Ringbalk= 240.4 m' = 149.048kg

Begel (d8-15) = 256.4267 m' = 102.571kg








Luas pintu = 1.6 m2@ 4 = 6.4m2


@ 3 = 6m2Total = 13.4m2


besi 8


jumlah begel per meter 6.666667besi 10 total begel 160 buahbesi 8


VOLUME PAKET 2

Ruang Guru Bata Pasir Semenbh m3 kg

Pek. Lantai Keramik ( 60 x 60 ) cm 2.7 576Pek. Plint Keramik 0.11502 43.7076Pek. Plafond

Pek. Pengecatan

Kamar Mandi

Pek. Pasangan 1/2 Bata 1PC : 3PP 1459.5 0.834 299.6145Pek. Kolom Praktis ( 11 x 11 ) cm 0.10008 66.72Pek. Ringbalk ( 10 x 15 ) cm 0.0837 51.15Pek. Pelat Beton 15 cm 0.2916 181.44Pek. Plesteran Tembok Biasa 1PC : 3 PP 1.668 324.2592Pek. Plamur / Acian Semen 77.025Pek. Lantai Keramik ( 25 x 25 ) cm 0.162 37.44Pek. Dinding Keramik ( 25 x 40 ) cm 0.324 167.4Pek. Pengecatan

Pek. Pintu

Pemasangan Klosed Duduk

Pemasangan Shower Spry 0.02 12Pemasangan Floor Drain

JUMLAH 1459.50 6.30 1836.76

VOLUME PAKET 1 Bata Pasir Semenm3 kg

Persiapan

Urugan Pasir 29.82

Paving Blok

Pek. Pasangan Paving Blok 34.08

Pek. Pasangan 1/2 Bata 1PC : 3PP 1825.04 1.04288 374.65464

Pek. Plesteran 1.049053 354.671136

Pekerjaan Dinding Lap. Tenis

Pek. Pasangan 1/2 Bata 1PC : 3PP 939.4 1.0736 192.8454

Pek. Kolom Praktis ( 11 x 11 ) cm 0.036 24

Pek. Plesteran Tembok Biasa 1PC : 3 PP 6.1732 208.70784

Pek. Plamur / Acian Semen

Pek. Pengecatan

Pekerjaan Lapangan Parkir

Pek. Cor Beton Mutu K 150 2.43675 1278.225

Pek. Besi Hollow 4 x 4 cm

Pek. Rangka Baja

Pek. Spandek

Pemasangan Stop Kran "

JUMLAH 2764.4 75.7 2433.1

bata 4223.9 bh 4223.9pasir 82.0 m3 82.0semen 4269.9 kg 106.7465paving 19170 bh 19170cat 19.3 kg 19.3kalsiboard 21.6 lbr 21.6keramik 60x60 199.0 bh 49.8keramik 25x40 207.0 bh 20.7keramik 25x25 63.0 bh 3.9375sekrup 6.6 kg 6.6besi hollow 2x4 60 btg 60besi hollow 4x4 7 btg 7baja profil 28 m' 1397.2Spandek 78.408 m2 191903Klosed 2 bh 2Floordrain 2 bh 2Shower 2 bh 2besi 188.73 kg 188.73

Semen Warna Besi Cat Plafond Keramik 60x60kg kg kg lbr bh

90 186

3.834 13.0356

21.6

14.4

52.2

33.48

85.05

34.92

1.6848

128.75 170.73 16.08 21.60 199.04

Paving Besi Cat Besi Hollow 4x4 Baja Profilbh kg kg kg kg

19170

18

3.2208

19170.0 18.0 3.2 0.0 0.0

buah Rp 500.00 Rp 2,111,970.00 kubik Rp 156,200.00 Rp 12,809,943.72 sak Rp 58,850.00 Rp 6,282,031.99 buah Rp 1,300.00 Rp 24,921,000.00 kg Rp 24,200.00 Rp 467,195.52 lembar Rp 77,000.00 Rp 1,663,200.00 dos Rp 285,000.00 Rp 14,181,286.50 dos Rp 88,000.00 Rp 1,821,600.00 dos Rp 77,000.00 Rp 303,187.50 kg Rp 13,750.00 Rp 90,750.00 btg Rp 71,500.00 Rp 4,290,000.00 btg Rp 56,100.00 Rp 392,700.00 kg Rp 12,650.00 Rp 17,674,580.00 m2 Rp 110,000.00 Rp 8,624,880.00 bh Rp 2,200,550.00 Rp 4,401,100.00 bh Rp 148,500.00 Rp 297,000.00 bh Rp 631,950.00 Rp 1,263,900.00 kg Rp 12,650.00 Rp 2,387,434.50

Keramik 25x40 Keramik 25x25 R. Hollow 4x4 Sekrup Klosed Floor Drainbh bh btg kg

61.5 6.6

63

207

2

2207.00 63.00 61.50

Spandekm2

0.0

170,596,160.19

Rp 103,983,759.73

Shower Pintu Keran

2

22

Rumah

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