review fhc 14 031

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REVIEW FORM

No. Registrasi FHC-14-031

Nama Tim ABHIPRAYA

Perguruan Tinggi Politeknik Negeri Bandung

Dami House

No. Content

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Analisa elemen struktur (balok, kolom, dinding,sambungan dan pondasi)

Analisa RAB direvisi sesuai dengan standard yang dikeluarkan panitia (file terlampir)

Lengkapi konsep design

Perhatikan rasio biaya struktural dan arsitektural

STR-Fabricated House Competition, First Screening

Jakarta, 13 Agustus 2014 Juries

1. Ir. Sumargo, M.Sc., Ph.D

2. Prof. Tavio, Ph.D

3. Prof. Ir. Bhakti Setiawan, M.A., Ph.D.

4. Dr.Ir. Arief Sabaruddin, CES.

5. Tjetjep Hartono, Dipl. Ing.

6. Agus Erfien

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ANALISA HARGA PEKERJAAN

No Pekerjaan Indek Satuan Harga Jum lah Harga Harga Total

PEKERJAAN PEMBERSIHAN LAPANGAN / M2 5,300.00

Mandor 0.005 org/hr 60,000.00 300.00

Pekerja 0.100 org/hr 50,000.00 5,000.00

PEKERJAAN PENGUKURAN DAN BOUWPLANK / M' 16,263.80

kaso 5/7 0.012 m3 400,000.00 4,800.00 paku 5 - 7 cm 0.020 kg 19,000.00 380.00

papan 2/20 0.007 m3 1,583,400.00 11,083.80

Mandor 0.005 org/hr 60,000.00 300.00 11,460.00

Pekerja 0.100 org/hr 50,000.00 5,000.00

Kepala Tukang 0.010 org/hr 66,000.00 660.00

Tukang Kayu 0.100 org/hr 55,000.00 5,500.00

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PEKERJAAN GALIAN TANAH / M3 - 21,200.00

Kepala tukang 0.040 org/hr 50,000.00 2,000.00

Pekerja 0.400 org/hr 48,000.00 19,200.00

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PEK PONDASI BATU KALI /M3, CAMP: 1PC:5PSR - 112,500.00

Mandor 0.075 org/hr 60,000.00 4,500.00

Pekerja 1.500 org/hr 50,000.00 75,000.00

Kepala Tukang 0.060 org/hr 50,000.00 3,000.00

Tukang batu 0.600 org/hr 50,000.00 30,000.00

Batu belah 15/20 1.100 m3 171,465.00 188,611.50 449,731.50

Semen portland 136.000 kg 1,320.00 179,520.00 pasir pasang 0.544 m3 150,000.00 81,600.00

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Sloof beton bertulang 15/20/m3 -

a. upah 120,900.00

Mandor 0.010 org/hr 60,000.00 600.00

Pekerja 1.500 org/hr 50,000.00 75,000.00

Kepala Tukang 0.050 org/hr 66,000.00 3,300.00


Alat bantu 0.070 lot 15,000.00

b. Bahan beton/m3 695,400.00

Semen PC (50 kg) 6.800 zak 66,000.00 448,800.00

Split pecah 2/3 0.830 m3 180,000.00 149,400.00

Pasir beton 0.540 m3 180,000.00 97,200.00

c. 1 kg pembesian 33,115.65

Besi beton 1.050 kg 8,049.24 8,451.70

kawat beton 1.010 kg 20,895.00 21,103.95

alat bantu 0.020 lot 20,000.00 400.00

mandor 0.005 org/hr 60,000.00 300.00

kepala tukang 0.010 org/hr 66,000.00 660.00

tukang besi 1/2 trampil 0.025 org/hr 55,000.00 1,375.00

tukang besi trampil 0.015 org/hr 55,000.00 825.00

d. Pekerjaan bekisting / m2 78,618.00

Kaso 5/7 0.017 m3 400,000.00 6,800.00

papan 2/20 0.020 m3 1,583,400.00 31,668.00

paku 7 cm 0.400 kg 17,500.00 7,000.00

Pekerja 0.120 org/hr 50,000.00 6,000.00

Tukang kayu 0.150 org/hr 55,000.00 8,250.00

Kepala tukang kayu 0.150 org/hr 66,000.00 9,900.00

Mandor 0.050 org/hr 60,000.00 3,000.00

Tukang kayu 1/2 trampil 0.120 org/hr 50,000.00 6,000.00

e. Rekapitulasi 1m' pek.beton kolom dan balok 144,870.84

1. beton 0.023 m3 695,400.00 15,646.50

2. Besi 3.190 kg 33,115.65 105,638.94 3. bekisting 0.300 m2 78,618.00 23,585.40

4. upah cor per m' kolom 0.020 m3 120,900.00 2,418.00 2,418.00

Pekerjaan beton tumbuk 1pc:5psr, tebal 5 cm 35,520.00

Semen PC 16.000 kg 1,320.00 21,120.00

Pasir pasang 0.080 m3 180,000.00 14,400.00

koral beton - m3 180,000.00 -

Pekerja 0.200 org/hr 50,000.00 10,000.00 15,100.00

tukang batu 0.150 org/hr 25,000.00 3,750.00

Kepala tukang 0.015 org/hr 66,000.00 990.00

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Mandor 0.006 org/hr 60,000.00 360.00

Pekerjaan pasangan conblok HB 10, 1pc:5psr / m2 42,746.00

conblok 12.500 bh 1,400.00 17,500.00

Semen portland 14.050 kg 1,320.00 18,546.00

Pasir pasang 0.042 m3 150,000.00 6,300.00

kayu kelas III 0.001 m3 400,000.00 400.00

Pekerja 0.370 org/hr 50,000.00 18,500.00 29,170.40

Tukang batu 0.157 org/hr 54,000.00 8,478.00 Kepala tukang 0.016 org/hr 66,000.00 1,082.40

Mandor 0.019 org/hr 60,000.00 1,110.00

Pekerjaan kusen pintu dan jendela / m3 (kayu kelas II) 3,597,390.00

Kayu kelas II 1.100 m3 3,195,100.00 3,514,610.00

Paku 2.500 kg 19,000.00 47,500.00

lem kayu 1.000 kg 35,280.00 35,280.00

Pekerja trampil 4.000 org/hr 50,000.00 200,000.00 1,260,700.00

Tukang kayu trampil 15.500 org/hr 55,000.00 852,500.00


Mandor 0.500 org/hr 60,000.00 30,000.00

Pekerjaan daun pintu kayu doble triplexs DP1/ unit 211,902.90

Rangka kayu 0.015 m3 3,195,100.00 47,926.50

triplexs 4 mm 2.000 lbr 80,000.00 160,000.00

lem kayu 0.005 kg 35,280.00 176.40

Paku triplex 0.200 kg 19,000.00 3,800.00

Pekerja trampil 0.300 org/hr 50,000.00 15,000.00 111,900.00 Tk.kayu 1/2 trampil 1.500 org/hr 55,000.00 82,500.00


Mandor 0.020 org/hr 60,000.00 1,200.00

Pekerjaan daun jendela kaca / m2 200,280.70

Rangka kayu 0.017 m3 3,195,100.00 54,316.70

lem kayu 0.300 kg 35,280.00 10,584.00

Lis kayu 4.000 m' 27,720.00 110,880.00

kaca 3 mm 0.350 m2 70,000.00 24,500.00

Pekerja 1/2 trampil 0.300 org/hr 50,000.00 15,000.00 90,120.00

Tukang kayu trampil 1.200 org/hr 55,000.00 66,000.00


Mandor 0.020 org/hr 60,000.00 1,200.00

Pekerjaan Kuda-kuda kayu 5/10/m3 3,616,110.00

Balok 5/10 1.100 m3 3,195,100.00 3,514,610.00

paku 8 - 12 cm 5.800 kg 17,500.00 101,500.00

Pekerja 1/2 trampil 3.000 org/hr 50,000.00 150,000.00 557,000.00 Tukang kayu 1/2 trampil 5.000 org/hr 55,000.00 275,000.00


Pekerjaan gording 5/10 kayu kelas III / m3 3,637,110.00

Kayu balok 5/10 1.100 m3 3,195,100.00 3,514,610.00

Paku 7.000 kg 17,500.00 122,500.00

Tukang kayu 1/2 trampil 5.000 org/hr 55,000.00 275,000.00 419,000.00


Mandor 0.200 org/hr 60,000.00 12,000.00

Pekerjaan Penutup atap asbes gelombang / m2 41,200.00

Asbes gelombang 0.460 lbr 85,000.00 39,100.00

Paku pancing 60 x 230 0.120 kg 17,500.00 2,100.00

Pekerja 0.140 org/hr 50,000.00 7,000.00 11,500.00

tukang batu 0.067 org/hr 54,000.00 3,618.00


Mandor 0.007 org/hr 60,000.00 420.00

Pekerjaan bubungan asbes / m' 20,525.00

Bubungan asbes 1.000 lbr 20,000.00 20,000.00

Paku pancing 60 x 230 0.030 kg 17,500.00 525.00

Pekerja 0.100 org/hr 50,000.00 5,000.00 8,440.00



Mandor 0.006 org/hr 60,000.00 360.00

Pekerjaan rangka plafond /m2 60,094.25

Kaso 5/7 0.014 m3 3,195,100.00 44,731.40

Kayu 5/10 0.004 m3 3,195,100.00 11,182.85

paku 0.220 kg 19,000.00 4,180.00

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Pekerja 1/2 trampil 0.188 org/hr 50,000.00 9,375.00 17,980.00

tukang kayu terampil 0.100 org/hr 55,000.00 5,500.00


Mandor 0.011 org/hr 60,000.00 630.00

Pekerjaan list plank 3/20 per m' 12,983.80

Papan 3/20 0.007 m3 1,583,400.00 11,083.80

Paku 0.100 kg 19,000.00 1,900.00

Pekerja terampil 0.070 org/hr 50,000.00 3,500.00 16,060.00 Tukang kayu 1/2 terampil 0.200 org/hr 55,000.00 11,000.00

Kepala Tukang kayu 0.020 org/hr 66,000.00 1,320.00

Mandor 0.004 org/hr 60,000.00 240.00

Pekerjaan penutup Plafon eternit 4 mm, per m2 54,318.50

Eternit 4mm 1.100 m2 49,035.00 53,938.50

paku 0.020 kg 19,000.00 380.00

pekerja 1/2 terampil 0.047 org/hr 55,000.00 2,601.50 10,853.30

Tukang kayu terampil 0.113 org/hr 66,000.00 7,425.00

Kepala tukang kayu 0.010 org/hr 66,000.00 646.80

Mandor 0.003 org/hr 60,000.00 180.00

Pekerjaan pasang bak mandi teraso / 1 bh 254,910.00

Bak teraso 1.000 bh 245,490.00 245,490.00

Semen PC 6.000 kg 1,320.00 7,920.00

Pasir pasang 0.010 m3 150,000.00 1,500.00

Pekerja 2.100 org/hr 28,000.00 58,800.00 92,520.00

Tukang batu 0.750 org/hr 30,000.00 22,500.00 Kepala tukang 0.070 org/hr 66,000.00 4,620.00

Mandor 0.110 org/hr 60,000.00 6,600.00

Pekerjaan pasang kloset jongkok teraso / 1 bh 240,920.00

Kloset jongkok terso 1.000 bh 230,000.00 230,000.00

Bata merah 6.000 bh 250.00 1,500.00

Semen PC 6.000 kg 1,320.00 7,920.00

Pasir pasang 0.010 m3 150,000.00 1,500.00

Pekerja 1.000 org/hr 28,000.00 28,000.00 99,400.00



Mandor 0.110 org/hr 60,000.00 6,600.00

Floor drain 40,000.00

Floor drain 1.000 bh 40,000.00 40,000.00

Tukang batu 0.100 org/hr 30,000.00 3,000.00 3,660.00


pekerjaan Sumur pantek / 1 unit 270,500.00

Kompa tangan 1.000 unit 220,500.00 220,500.00

Pipa 1" 2.000 l t 25,000.00 50,000.00

Ongkos bor kedalaman 15 m' 1.000 ls 350,000.00 350,000.00 350,000.00

Pekerjaan 1 unit tangki septik 2,533,791.25

Galian tanah 4.500 m3 21,200.00 95,400.00

Pasir urug 0.214 m3 150,000.00 32,130.00

Lantai kerja 2.250 m2 35,520.00 79,920.00

Buis beton diameter 1mx 1,5m 4.000 bh 428,295.00 1,713,180.00

Plat penutup beton bertulang 0.300 m3 144,870.84 43,461.25

Pipa PVC 4" + sambungan 5.400 m' 16,750.00 90,450.00

Pipa GIP 1.5" 1.200 btg 3,000.00 3,600.00

Galian tanah utk rembesan 3.375 m3 21,200.00 71,550.00

Pasangan injuk 5.400 kg 7,500.00 40,500.00

Urugan kerikil 2/3 1.050 m3 180,000.00 189,000.00

Pipa PVC 4" berlubang 9.000 m' 16,750.00 150,750.00

Urugan kembali perataan tanah 1.125 m3 21,200.00 23,850.00

Upah pengerjaan 1.000 ls 365,000.00 365,000.00 365,000.00

Pek. Pipa Air Bersih PVC 3/4" / m' 4,455.00

Pipa PVC 3/4" 1.200 m' 2,750.00 3,300.00

Perlengkapan 35% harga pipa 1.000 ls 1,155.00 1,155.00

Pembantu tukang 0.081 org/hr 55,000.00 4,455.00 20,901.00



Mandor 0.004 org/hr 60,000.00 246.00

Pek. Pipa Air Bersih PVC 4" / m' 27,135.00

Pipa PVC 4" 1.200 m' 16,750.00 20,100.00

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Perlengkapan 35% harga pipa 1.000 ls 7,035.00 7,035.00




Mandor 0.004 org/hr 60,000.00 246.00

PEKERJAAN pasir urug / M3 150,000.00

pasir urug 1.500 m3 100,000.00 150,000.00

Kepala tukang 0.040 org/hr 55,000.00 2,200.00 21,400.00 Pekerja 0.400 org/hr 48,000.00 19,200.00

Urugan kembali tanah/m3 21,400.00


Pekerja 0.400 org/hr 48,000.00 19,200.00

Pekerjaan siar 1 pc ; 2 psr / m2 8,076.00

Semen PC 4.300 kg 1,320.00 5,676.00

pasir pasang 0.016 m3 150,000.00 2,400.00




Mandor 0.008 org/hr 60,000.00 480.00

Pekerjaa pasang dinding papan / m2 65,802.00

papan 2/20 0.020 m3 3,195,100.00 63,902.00

paku 7 cm 0.100 kg 19,000.00 1,900.00

Pekerja 0.060 org/hr 50,000.00 3,000.00 14,268.00 Tukang kayu 0.180 org/hr 55,000.00 9,900.00


Mandor 0.003 org/hr 60,000.00 180.00

Pekerjaan pasang rangka dinding papan / m2 62,606.90

balok 0.019 m3 3,195,100.00 60,706.90

paku 7 cm 0.100 kg 19,000.00 1,900.00

Pekerja 0.060 org/hr 50,000.00 3,000.00 14,268.00



Mandor 0.003 org/hr 60,000.00 180.00

1 titik Pekerjaan tiang pondasi dari kayu ulin 147,803.25

Kayu ulin 10/10, 2.5 m 0.025 m3 4,431,000.00 110,775.00

Sunduk 3/5, 50 cm 0.001 m3 4,431,000.00 3,323.25

dolken diameter 10 cm 1.500 btg 22,470.00 33,705.00

upah pekerja ( 40% bahan ) 1.000 ls 56,830.00 56,830.00 56,830.00

Pekerjaan pasang lantai papan / m2 102,544.60

papan 2/20 (kayu kamper) 0.020 m3 5,032,230.00 100,644.60

paku 7 cm 0.100 kg 19,000.00 1,900.00

Pekerja 0.120 org/hr 50,000.00 6,000.00 28,800.00



Mandor 0.006 org/hr 60,000.00 360.00

Pekerjaan balok induk dan balok lantai kayu 6/12 kelas II / m3 5,657,953.00

Kayu balok 6/12 dan 5/10 1.100 m3 5,032,230.00 5,535,453.00

Paku 7.000 kg 17,500.00 122,500.00

Tukang kayu 1/2 trampil 2.500 org/hr 55,000.00 137,500.00 209,500.00


Mandor 0.100 org/hr 60,000.00 6,000.00

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DAFTAR HARGA UPAH

No Tukang Satuan Harga

1 Mandor hr 60,000.00

2 Tukang Gali hr 48,000.00

3 Kepala tukang besi hr 66,000.00

4 Kepala tukang kayu hr 66,000.00

5 Tukang batu hr 54,000.00 6 Tukang kayu hr 55,000.00

7 Tukang besi hr 55,000.00

8 Tukang listrik hr 55,000.00

9 Tukang ledeng hr 55,000.00

10 Pekerja hr 50,000.00

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DAFTAR HARGA BAHAN BANGUNAN

No B ah an Sat Harg a

1 Batu pondasi m3 171,465

2 Batu pecah/kerikil m3 180,000

3 Pasir beton m3 180,000

4 Pasir pasang m3 150,000

5 Pasir urug m3 100,000 6 Conblok bh 1,400

7 Semen (50 kg) zak 66,000

8 Asbes gelombang lbr 85,000

9 bubungan asbes lbr 20,000

10 Kayu kelas III m3 3,195,100

11 buis beton, tinggi 0.5 m' bh 428,295

12 Besi beton diameter 6 mm kg 9,470

Besi beton diameter 10 mm kg 9,290

13 Besi beton diameter 12 mm kg 8,049

14 Kawat beton kg 20,895

15 Eternit lbr 49,035

16 Triplex 4 mm lbr 80,000

17 PVC 1" btg 25,000

18 PVC 2" btg 90,000

19 PVC 3" btg 100,000

20 PVC 4 " btg 120,000

21 Kaca 3 mm m2 70,000 22 Kunci tanam union 2 stag bh 200,000

23 Kunci tanam union 1 stag bh 100,000

24 Gerendel bh 770

25 Engsel kupu-kupu bh 20,000

26 Engsel nylon bh 7,245

27 Hak angin bh 11,070

28 Kloset jongkok bh 230,000

29 Bak mandi fibre bh 245,490

30 Pompa tangan bh 220,500

31 papan 2/20 m3 1,583,400

32 Paku beton/ kotak kg 36,855

33 Paku list kg 19,000

34 Paku reng kg 13,320

35 paku seng kg 17,500

36 lem kayu kg 35,280

37 Kayu list m' 27,720

38 Floor Drain bh 40,000

39 Kayu kelas I ( merbau ) m3 4,431,000

40 dolken - 4 m btg 22,470

41 Kayu kelas III papan m3 5,032,230

42 Kayu kelas III balok m3 5,032,230

43 Kayu Bekisting m3 400,000

review fhc 14 031

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