Analisa Boq Ged. b

DAFTAR HARGA UPAH DAN HARGA MATERIAL

No. UPAH KERJA/GAJI SATUAN JUMLAH HARGA

1 Tukang Kayu Org/Hr Rp 100,000.00

2 Tukang Batu Org/Hr Rp 100,000.00

3 Tukang Listrik Org/Hr Rp 100,000.00

4 Tukang Cat Org/Hr Rp 100,000.00

5 Tukang Besi Org/Hr Rp 100,000.00

6 Kepala Tukang Kayu Org/Hr Rp 150,000.00

7 Kepala Tukang Batu Org/Hr Rp 150,000.00

8 Kepala Tukang Listrik Org/Hr Rp 150,000.00

9 Kepala Tukang Cat Org/Hr Rp 150,000.00

10 Kepala Tukang Besi Org/Hr Rp 150,000.00

11 Mandor Org/Hr Rp 170,000.00

12 Pekerja Org/Hr Rp 65,000.00


No. BAHAN/MATERIAL SATUAN JUMLAH HARGA

A. MATERIAL DASAR

1 Batu Kali Utuh m3 Rp 120,000.00

2 Batu Gunung m3 Rp 120,000.00

3 Batu pecah 7 - 10 cm m3 Rp 170,000.00

4 Batu pecah 5 - 7 cm m3 Rp 170,000.00

5 Batu pecah 3 - 5 cm m3 Rp 250,000.00

6 Batu pecah 2 - 3 cm m3 Rp 250,000.00

7 Abu batu m3 Rp 250,000.00

8 Kerikil Beton m3 Rp 250,000.00

9 Tanah Timbunan/Tanah Urug m3 Rp 70,000.00

10 Sirtu m3 Rp 100,000.00

11 Pasir Timbunan m3 Rp 90,000.00

12 Pasir Pasangan m3 Rp 120,000.00

13 Pasir Beton m3 Rp 130,000.00

14 Semen PC kg Rp 1,300.00

15 Semen Warna kg Rp 6,500.00

16 Skimcoat interior kg

17 Skimcoat eksterior kg

18 Batu Bata bh Rp 500.00

19 Gorong - Gorong Ø 90 cm bh

20 Buis beton 1/2 diameter 30 cm, panjang 60 cm bh

21 Beton ready mix K.300 m3 Rp 1,000,000.00

B. MATERIAL KAYU

1 Papan Kayu Kls I (Sawmil) m3 Rp 9,000,000.00

2 Balok Kayu Kls I (Sawmil) m3 Rp 9,000,000.00

3 Papan Kayu Kls II m3 Rp 4,700,000.00

4 Balok Kayu Kls II m3 Rp 4,700,000.00

5 Papan Kayu Kls III m3 Rp 2,400,000.00

6 Balok Kayu Kls III m3 Rp 2,400,000.00

7 Dolken kayu Ø 8-10/4 meter Btg Rp 40,000.00

C. MATERIAL BESI/BAJA

1 Besi Beton Polos Kg Rp 9,000.00

2 Besi Beton Ulir Kg Rp 9,200.00

3 Kawat Beton Kg

4 Roof mesh, uk. 1,8X30 meter (uk. Kotak 7,5X7,5 cm) roll

5 Besi baja IWF. 250X125X6X9 Kg

6 Besi baja UNP Kg

7 Besi siku 70.70.7 Kg

8 Besi siku 40.40.4 - 4,00 meter btg

9 Besi siku 60.60.6 - 4,00 meter btg

10 Besi canal UNP 125X50X20X2,3 (spesifikasi standar) btg

11 Besi hollow 30X60X1,8 mm btg


12 Besi plat 16 mm uk. 120X240 mm lbr

13 Besi plat 3 mm uk. 120X240 mm lbr

14 Mour baut dia. 12 mm bh

15 Angkur dia. 16 mm - 90 cm bh

16 Baja ringan profil kanal C btg

D. MATERIAL PAKU/SKRUP

1 Paku Biasa Kg Rp 16,000.00

2 Paku Beton Dos Rp 20,000.00

4 Paku skrup kg Rp 16,000.00

5 Skrup atap bj

6 Skrup nok bj

7 Paku rivet bj

E. MATERIAL FINISHING LANTAI DAN DINDING

1 Tegel 40X40 cm (polish) bh

2 Tegel 40X40 cm (unpolish) bh



5 Tegel 30X30 cm (tekture) bh


7 Tegel 30X30 cm (unpolish) bh

8 Tegel Plint 10X40 cm (gelap/polish) bh

F. MATERIAL KACA DAN AKSESORIES

1 Kaca bening 5 mm m2

2 Kaca bening 6 mm m2

3 Jendela nako lengkap terali set/daun

3 Karet seal m'

4 Sealant tube

G. MATERIAL ATAP

1 Seng Plat BJLS 0,30 mm lbr

2 Seng Gelombang BJLS 0,28 mm kk

3 Penutup atap genteng teksture warna lbr

4 Bubungan atap teksture warna lbr

5 Talang lbr

6 Penggantung lbr

7 Rangka atap baja ringan m2

8 Roofmesh, uk. Kotak 7,5X7,5; lebar 1,80 meter ; panjang 30 meter) roll

9 Glaswool (0,05X1,2X15) meter roll

10 Aluminium foil single side (lebar = 1,25 meter ; panjang 60 meter) roll

H. MATERIAL ALUMINIUM

1 Kusen Aluminium m'

DAFTAR HARGA UPAH DAN HARGA MATERIAL2 Tiang Bingkai Pintu Aluminium m'

3 Ambang Atas Bingkai Pintu Aluminium m'

4 Ambang Bawah Bingkai Pintu Aluminium m'

5 Bingkai Jendela Aluminium m'

6 Aluminium Frame Vertikal 80 X 49 Finish CA m2

7 m2

8 Caping Frame Vertical 50 X 50 mm Finish CA m2

9 Braket / Anchor m2

10 Silcone Sealant Ultraglaze ex. GE tube

I. MATERIAL PVC

1 Daun Pintu PVC (Pintu KM) bh

J. MATERIAL PIPA

1 m'

2 m'

3 m'

4 btg

5 btg

6 Pipa Paralon PVC ø 3/4" (air bersih) m'

7 Pipa Paralon PVC ø 1" (air bersih) m'






K. MATERIAL RANGKA PLAFOND DAN PARTISI

1 Furring channel btg

2 Top cross rail btg

3 Connector clip pcs

4 Suspention rod btg

5 Suspention clip pcs

6 Angel bracket btg

7 Wall stud, lebar 80 mm dan tebal =0,50 mm btg

8 Wall track, lebar 80 mm dan tebal =0,50 mm btg

9 Skrup dos

L. MATERIAL PLAFOND DAN PARTISI

1 Tripleks 3 mm (120x240) CM lbr



4 Taekwood (120X240X0,3 cm) lbr

5 GypsumBoard, t = 9 mm lbr

6 Kalsiboard, t=4,5 mm lbr

7 Les plafond gypsumboard m'

Aluminium Frame Horisontal 50 X 40 Finish CA

Pipa galvanise (GIP) Ø 3/4 "

Pipa galvanise (GIP) Ø 1"

Pipa galvanise (GIP) Ø 2 "

Pipa galvanise black steel medium A Ø 2 "

Pipa galvanise black steel medium A Ø 21/2 "

DAFTAR HARGA UPAH DAN HARGA MATERIAL8 Kalsiplank, 8X200X3000 mm lbr

9 Cattoon Tape roll

10 Drywall Screw dos

11 Cornice Adhesive zak

M. MATERIAL PENGGANTUNG

1 Kunci Tanam Picaso 1 Slag set

2 Kunci Tanam SES 1 Slag set

3 Lockcase untuk daun pintu kayu set

4 Lockcase untuk daun pintu aluminium set

5 Kunci pintu kamar mandi set

6 Hak angin psg

7 Grendel jendela psg

8 Grendel pintu set

9 Handle pintu type Pull handle set

10 Handle pintu type lever handle set

11 Door Closer set

12 Engsel pintu bh

13 Engsel jendela psg

14 Expanyolet psg

N. MATERIAL SANITER

1 Kloset duduk + Aksesories set

2 Kloset jongkok set

3 Urinoir type U57 M set

4 Partisi Urinoir type A100 (warna) + aksesories set

5 Wastafel (warna) + aksesories set

6 Cermin kaca wastafel bevel pinggi 6 MM set

7 Kitchenk Zink set

8 Kran air kuningan uk. 3/4" bh

9 Floordrain anti Serangga bh

10 Roof Drain Stainless bh

11 Clean out bh

12 Reservoir Atas Fiber (2m3) + Tempat Dudukannya bh

13 Gorong-Gorong 1/2Ø 30 cm m'

14 Gorong-Gorong Ø 80 cm (t = 8 cm; h = 60 cm) bh

15 Beton Penutup Gorong - Gorong Septiktank bh

O. MATERIAL CAT

1 Cat Tembok Interior setara Mowilex Kg

2 Cat Tembok Eksterior (Weathersheild) setara Mowilex Kg

3 Cat Kayu setara Mowilex Kg

4 Cat Besi setara Mowilex Kg

5 Cat Dasar setara Mowilex Kg

6 Meni kayu Kg

7 Meni Seng Kg

8 Minyak cat ltr

9 Plamir Tembok (Skim coat) Kg

DAFTAR HARGA UPAH DAN HARGA MATERIAL10 Plamir Kayu Kg

11 Thinner A Ltr

12 Super Thinnner Ltr Rp 7,500.00

13 Kertas Amplas lbr

14 Dempul Kayu Kg

15 Residu Ltr

16 Membrane Fibre (100X25) cm lbr

17 Cat Water Proofing kg

18 Lem Fox kg

19 Lem Kayu ltr

DAFTAR ANALISAA. Analisa Biaya Konsturksi Pekerjaan Persiapan

A. 1 6.2. 1 M' Pagar sementara dari seng gelombang tinggi 2 meter1.250 btg Dolken kayu n 8-10/400 cm @ Rp 40,000.00 Rp 50,000.00 2.500 kg Semen portland @ Rp 1,300.00 Rp 3,250.00 4.000 kk Seng gelombang 3"-5" @ Rp - Rp - 0.050 m3 Pasir beton @ Rp 130,000.00 Rp 6,500.00 0.009 m3 Koral beton @ Rp 250,000.00 Rp 2,250.00 0.072 m3 Kayu 5/7 @ Rp 2,400,000.00 Rp 172,800.00 0.060 kg Paku biasa 2"-5" @ Rp 16,000.00 Rp 960.00 0.450 kg Meni Besi @ Rp - Rp - 0.200 org/hr Tukang kayu @ Rp 100,000.00 Rp 20,000.00 0.020 org/hr Kepala tukang kayu @ Rp 150,000.00 Rp 3,000.00 0.400 org/hr Pekerja @ Rp 65,000.00 Rp 26,000.00 0.020 org/hr Mandor @ Rp 170,000.00 Rp 3,400.00

Jumlah harga satuan bahan Rp 235,760.00 Jumlah harga satuan upah Rp 32,400.00

Jumlah harga bahan + upah Rp 268,160.00

A. 2 6.4. 1 M' Pengukuran dan pemasangan bouplank0.012 m3 Kayu 5/7 @ Rp 2,400,000.00 Rp 28,800.00 0.020 kg Paku Biasa 2" - 5" @ Rp 16,000.00 Rp 320.00 0.007 m3 Kayu Papan 3/20 @ Rp 2,400,000.00 Rp 16,800.00 0.100 org/hr Tukang kayu @ Rp 100,000.00 Rp 10,000.00 0.010 org/hr Kepala Tukang kayu @ Rp 150,000.00 Rp 1,500.00 0.100 org/hr Pekerja @ Rp 65,000.00 Rp 6,500.00 0.005 org/hr Mandor @ Rp 170,000.00 Rp 850.00



A. 3 6.5. 1 M2 Pembuatan kantor sementara dengan lantai plesteran1.250 btg Dolken kayu n 8-10/400 cm @ Rp 40,000.00 Rp 50,000.00 0.180 m3 Kayu kls. III @ Rp 2,400,000.00 Rp 432,000.00 0.850 kg Paku biasa 2" - 5" @ Rp 16,000.00 Rp 13,600.00 1.100 kg Besi streep @ Rp 9,000.00 Rp 9,900.00

35.000 kg Semen portland @ Rp 1,300.00 Rp 45,500.00 0.150 m3 Pasir pasangan @ Rp 120,000.00 Rp 18,000.00 0.100 m3 Pasir beton @ Rp 130,000.00 Rp 13,000.00 0.150 m3 Koral beton @ Rp 250,000.00 Rp 37,500.00

30.000 bh Bata merah @ Rp 500.00 Rp 15,000.00 0.250 lbr Seng plat @ Rp - Rp - 2.000 bh Jendela nako @ Rp - Rp - 0.080 m2 Kaca polos @ Rp - Rp - 0.150 bh Kounci pintu @ Rp - Rp - 0.060 lbr Plywood 4 mm @ Rp - Rp - 2.000 org/hr Tukang kayu @ Rp 100,000.00 Rp 200,000.00 1.000 org/hr Tukang batu @ Rp 100,000.00 Rp 100,000.00 0.300 org/hr Kepala tukang @ Rp 150,000.00 Rp 45,000.00 2.000 org/hr Pekerja @ Rp 65,000.00 Rp 130,000.00 0.050 org/hr Mandor @ Rp 170,000.00 Rp 8,500.00


Jumlah harga bahan + upah Rp 1,118,000.00

A. 4 6.6. 1 M2 Pembuatan gudang semen dan alat-alat1.700 btg Dolken kayu n 8-10/400 cm @ Rp 40,000.00 Rp 68,000.00 0.210 m3 Kayu @ Rp 2,400,000.00 Rp 504,000.00 0.300 kg Paku biasa @ Rp 16,000.00 Rp 4,800.00

10.500 kg Semen portland @ Rp 1,300.00 Rp 13,650.00 0.030 m3 Pasir beton @ Rp 130,000.00 Rp 3,900.00 0.050 m3 Koral beton @ Rp 250,000.00 Rp 12,500.00 9.000 kk Seng gelombang @ Rp - Rp - 2.000 org/hr Tukang kayu @ Rp 100,000.00 Rp 200,000.00 0.200 org/hr Kepala Tukang @ Rp 150,000.00 Rp 30,000.00 1.000 org/hr Pekerja @ Rp 65,000.00 Rp 65,000.00

DAFTAR ANALISA0.050 org/hr Mandor @ Rp 170,000.00 Rp 8,500.00



A. 5 6.8. 1 M2 Membersihkan lapangan dan perataan0.100 org/hr Pekerja @ Rp 65,000.00 Rp 6,500.00 0.050 org/hr Mandor @ Rp 170,000.00 Rp 8,500.00

Jumlah harga satuan bahan Rp - Jumlah harga satuan upah Rp 15,000.00


A. 6 6.9. 1 M2 Pembuatan bedeng buruh1.250 btg Dolken kayu n 8-10/400 cm @ Rp 40,000.00 Rp 50,000.00 0.186 m3 Kayu @ Rp 2,400,000.00 Rp 446,400.00 0.300 kg Paku biasa @ Rp 16,000.00 Rp 4,800.00

18.000 kg Semen portland @ Rp 1,300.00 Rp 23,400.00 0.030 m3 Pasir beton @ Rp 130,000.00 Rp 3,900.00 0.050 m3 Koral beton @ Rp 250,000.00 Rp 12,500.00 9.000 kk Seng gelombang @ Rp - Rp - 1.350 lbr Plywood 4 mm @ Rp - Rp - 2.000 org/hr Tukang kayu @ Rp 100,000.00 Rp 200,000.00 0.200 org/hr Kepala tukang @ Rp 150,000.00 Rp 30,000.00 1.000 org/hr Pekerja @ Rp 65,000.00 Rp 65,000.00 0.050 org/hr Mandor @ Rp 170,000.00 Rp 8,500.00



A. 7 6.12. 1 M2 Pembuatan jalan sementara0.150 m3 Batu belah 15/20 @ Rp 120,000.00 Rp 18,000.00 0.090 m3 Batu pecah 5/7 @ Rp 170,000.00 Rp 15,300.00 0.010 m3 Pasir pasangan @ Rp 120,000.00 Rp 1,200.00 1.000 org/hr Pekerja @ Rp 65,000.00 Rp 65,000.00 0.050 org/hr Mandor @ Rp 170,000.00 Rp 8,500.00



B. Analisa Biaya Konstruksi Pekerjaan TanahB. 1 6.1. 1 M3 Galian tanah biasa sedalam 1 meter

0.400 org/hr Pekerja @ Rp 65,000.00 Rp 26,000.00 0.040 org/hr Mandor @ Rp 170,000.00 Rp 6,800.00



B. 2 6.2. 1 M3 Galian tanah biasa sedalam 2 meter0.526 org/hr Pekerja @ Rp 65,000.00 Rp 34,190.00 0.052 org/hr Mandor @ Rp 170,000.00 Rp 8,840.00



B. 3 6.9. 1 M3 Urugan kembali0.192 org/hr Pekerja @ Rp 65,000.00 Rp 12,480.00 0.019 org/hr Mandor @ Rp 170,000.00 Rp 3,230.00



B. 4 6.10. 1 M3 Pemadatan tanah0.500 org/hr Pekerja @ Rp 65,000.00 Rp 32,500.00 0.050 org/hr Mandor @ Rp 170,000.00 Rp 8,500.00

Jumlah harga satuan bahan Rp -

DAFTAR ANALISAJumlah harga satuan upah Rp 41,000.00


B. 5 6.10. 1 M3 Urugan pasir1.200 m3 Pasir timbunan @ Rp 90,000.00 Rp 108,000.00 0.300 org/hr Pekerja @ Rp 65,000.00 Rp 19,500.00 0.010 org/hr Mandor @ Rp 170,000.00 Rp 1,700.00



B. 6 6.10. 1 M3 Urugan tanah1.200 m3 Tanah Urug @ Rp 70,000.00 Rp 84,000.00 0.300 org/hr Pekerja @ Rp 65,000.00 Rp 19,500.00 0.010 org/hr Mandor @ Rp 170,000.00 Rp 1,700.00



B. 7 6.15. 1 M3 Urugan sirtu1.200 m3 Sirtu @ Rp 100,000.00 Rp 120,000.00 0.250 org/hr Pekerja @ Rp 65,000.00 Rp 16,250.00 0.025 org/hr Mandor @ Rp 170,000.00 Rp 4,250.00



C. Analisa Biaya Konstruksi Pekerjaan PondasiC. 1 6.5. 1 M3 Pondasi batu kali 1Pc : 4 Ps

1.100 m3 Batu belah 15/20 cm @ Rp 120,000.00 Rp 132,000.00 163.000 kg Semen portland @ Rp 1,300.00 Rp 211,900.00

0.520 m3 Pasir pasangan @ Rp 120,000.00 Rp 62,400.00 0.600 org/hr Tukang batu @ Rp 100,000.00 Rp 60,000.00 0.060 org/hr Kepala tukang @ Rp 150,000.00 Rp 9,000.00 1.500 org/hr Pekerja @ Rp 65,000.00 Rp 97,500.00 0.075 org/hr Mandor @ Rp 170,000.00 Rp 12,750.00



C. 2 6.14. 1 M3 Pasangan batu kosong1.200 m3 Batu kali @ Rp 120,000.00 Rp 144,000.00 0.300 m3 Pasir urug @ Rp 90,000.00 Rp 27,000.00 0.390 org/hr Tukang batu @ Rp 100,000.00 Rp 39,000.00 0.039 org/hr Kepala tukang @ Rp 150,000.00 Rp 5,850.00 0.780 org/hr Pekerja @ Rp 65,000.00 Rp 50,700.00 0.039 org/hr Mandor @ Rp 170,000.00 Rp 6,630.00



C. 3 6.5. 1 buah Pondasi sumuran1.749 m3 Batu belah 15/20 cm @ Rp 170,000.00 Rp 297,376.75

285.132 kg Semen portland @ Rp 1,300.00 Rp 370,671.37 0.912 m3 Pasir beton @ Rp 130,000.00 Rp 118,522.97

78.051 kg Besi beton, besi utama dia.14 mm, beugel 8 mm @ Rp 10,761.00 Rp 839,911.33 4.000 bh Sumuran diameter 80 cm @ Rp - Rp - 1.100 org/hr Tukang batu @ Rp 100,000.00 Rp 110,000.00 1.100 org/hr Kepala tukang @ Rp 150,000.00 Rp 165,000.00 1.850 org/hr Pekerja @ Rp 65,000.00 Rp 120,250.00 0.185 org/hr Mandor @ Rp 170,000.00 Rp 31,450.00

Jumlah harga satuan bahan Rp 1,626,482.42 Jumlah harga satuan upah Rp 426,700.00


DAFTAR ANALISAD. Analisa Biaya Konstruksi Pekerjaan Dinding

D. 1 6.3. 1 M2 Pasangan bata merah tebal 1 bata, 1 Pc : 3 Ps140.000 bh Bata merah 5X11X22 cm @ Rp 500.00 Rp 70,000.00

32.950 kg Semen portland @ Rp 1,300.00 Rp 42,835.00 0.091 m3 Pasir pasang @ Rp 120,000.00 Rp 10,920.00 0.200 org/hr Tukang batu @ Rp 100,000.00 Rp 20,000.00 0.020 org/hr Kepala tukang @ Rp 150,000.00 Rp 3,000.00 0.650 org/hr Pekerja @ Rp 65,000.00 Rp 42,250.00 0.030 org/hr Mandor @ Rp 170,000.00 Rp 5,100.00



D. 2 6.10. 1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Ps70.000 bh Bata merah 5X11X22 cm @ Rp 500.00 Rp 35,000.00 14.370 kg Semen portland @ Rp 1,300.00 Rp 18,681.00

0.040 m3 Pasir pasang @ Rp 120,000.00 Rp 4,800.00 0.100 org/hr Tukang batu @ Rp 100,000.00 Rp 10,000.00 0.010 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.320 org/hr Pekerja @ Rp 65,000.00 Rp 20,800.00 0.015 org/hr Mandor @ Rp 170,000.00 Rp 2,550.00



D. 3 6.12. 1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc :5 Ps70.000 bh Bata merah 5X11X22 cm @ Rp 500.00 Rp 35,000.00

9.680 kg Semen portland @ Rp 1,300.00 Rp 12,584.00 0.045 m3 Pasir pasangan @ Rp 120,000.00 Rp 5,400.00 0.100 org/hr Tukang batu @ Rp 100,000.00 Rp 10,000.00 0.010 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.320 org/hr Pekerja @ Rp 65,000.00 Rp 20,800.00 0.015 org/hr Mandor @ Rp 170,000.00 Rp 2,550.00



E. Analisa Biaya Konstruksi Pekerjaan PlesteranE. 1 6.3. 1 M2 Plesteran 1 Pc : 3 Ps, tebal 15 mm

6.480 kg Semen portland @ Rp 1,300.00 Rp 8,424.00 0.019 m3 Pasir pasangan @ Rp 120,000.00 Rp 2,280.00 0.150 org/hr Tukang Batu @ Rp 100,000.00 Rp 15,000.00 0.015 org/hr Kepala Tukang @ Rp 150,000.00 Rp 2,250.00 0.200 org/hr Pekerja @ Rp 65,000.00 Rp 13,000.00 0.010 org/hr Mandor @ Rp 170,000.00 Rp 1,700.00



E. 2 6.4. 1 M2 Plesteran 1 Pc : 5 Ps, tebal 15 mm4.320 kg Semen portland @ Rp 1,300.00 Rp 5,616.00 0.022 m3 Pasir pasangan @ Rp 120,000.00 Rp 2,640.00 0.150 org/hr Tukang Batu @ Rp 100,000.00 Rp 15,000.00 0.015 org/hr Kepala Tukang @ Rp 150,000.00 Rp 2,250.00 0.200 org/hr Pekerja @ Rp 65,000.00 Rp 13,000.00 0.010 org/hr Mandor @ Rp 170,000.00 Rp 1,700.00



E. 3 1 M2 Acian dengan skimcoat interior2.292 kg Skimcoat @ Rp - Rp - 0.229 kg Lem @ Rp - Rp - 0.050 org/hr Tukang Batu @ Rp 100,000.00 Rp 5,000.00 0.005 org/hr Kepala Tukang @ Rp 150,000.00 Rp 750.00

DAFTAR ANALISA0.085 org/hr Pekerja @ Rp 65,000.00 Rp 5,525.00 0.004 org/hr Mandor @ Rp 170,000.00 Rp 722.50



E. 4 1 M2 Acian dengan skimcoat eksterior2.292 kg Skimcoat @ Rp - Rp - 0.050 org/hr Tukang Batu @ Rp 100,000.00 Rp 5,000.00 0.005 org/hr Kepala Tukang @ Rp 150,000.00 Rp 750.00 0.085 org/hr Pekerja @ Rp 65,000.00 Rp 5,525.00 0.004 org/hr Mandor @ Rp 170,000.00 Rp 722.50



F. Analisa Biaya Konstruksi Pekerjaan KayuF. 1 6.1. 1 M3 Pekerjaan kusen dan jendela kayu kls. I

1.100 m3 Kayu kls. I @ Rp 9,000,000.00 Rp 9,900,000.00 20.000 org/hr Tukang katu @ Rp 100,000.00 Rp 2,000,000.00

2.000 org/hr Kepala tukang @ Rp 150,000.00 Rp 300,000.00 6.000 org/hr Pekerja @ Rp 65,000.00 Rp 390,000.00 0.300 org/hr Mandor @ Rp 170,000.00 Rp 51,000.00

Jumlah harga satuan bahan Rp 9,900,000.00 Jumlah harga satuan upah Rp 2,741,000.00


F. 2 6.2. 1 M2 Pasang pintu double teakwood rangka kayu kls II0.0400 m3 Papan Kayu Kls. I @ Rp 4,700,000.00 Rp 188,000.00 0.3000 kg Paku biasa 1/2"-1" @ Rp 16,000.00 Rp 4,800.00 0.8000 ltr Lem kayu @ Rp - Rp - 1.0000 lbr Panel teakwood @ Rp - Rp - 2.5000 org/hr Tukang Kayu @ Rp 100,000.00 Rp 250,000.00 0.2500 org/hr Kepala Tukang Kayu @ Rp 150,000.00 Rp 37,500.00 0.8000 org/hr Pekerja @ Rp 65,000.00 Rp 52,000.00 0.0400 org/hr Mandor @ Rp 170,000.00 Rp 6,800.00



F. 3 6.2. 1 M2 Pasang pintu panil0.040 m3 Papan Kayu Kls. I @ Rp 4,700,000.00 Rp 188,000.00 2.500 org/hr Tukang Kayu @ Rp 100,000.00 Rp 250,000.00 0.250 org/hr Kepala Tukang Kayu @ Rp 150,000.00 Rp 37,500.00 1.000 org/hr Pekerja @ Rp 65,000.00 Rp 65,000.00 0.050 org/hr Mandor @ Rp 170,000.00 Rp 8,500.00



F. 4 1 M2 Pasang pintu jendela kaca0.035 m3 Papan Kayu Kls. I @ Rp 4,700,000.00 Rp 164,500.00 2.000 org/hr Tukang Kayu @ Rp 100,000.00 Rp 200,000.00 0.200 org/hr Kepala Tukang Kayu @ Rp 150,000.00 Rp 30,000.00 0.800 org/hr Pekerja @ Rp 65,000.00 Rp 52,000.00 0.040 org/hr Mandor @ Rp 170,000.00 Rp 6,800.00



F. 5 1 M2 Mengerjakan jalusi kayu langsung kusen0.060 m3 Papan kayu kls. I @ Rp 9,000,000.00 Rp 540,000.00 0.150 kg Paku biasa @ Rp 16,000.00 Rp 2,400.00 2.000 org/hr Tukang kayu @ Rp 100,000.00 Rp 200,000.00 0.200 org/hr Kepala tukang kayu @ Rp 150,000.00 Rp 30,000.00

DAFTAR ANALISA0.500 org/hr Pekerja @ Rp 65,000.00 Rp 32,500.00 0.025 org/hr Mandor @ Rp 170,000.00 Rp 4,250.00

Jumlah Harga Satuan Bahan Rp 542,400.00 Jumlah Harga Satuan Upah Rp 266,750.00


G. Analisa Biaya Konstruksi Pekerjaan BetonG. 1 6.2. 1 M3 Membuat beton tumbuk 1 Pc:3 Ps:6 Kr

197.0000 kg Semen portland @ Rp 1,300.00 Rp 256,100.00 0.4700 m3 Pasir beton @ Rp 130,000.00 Rp 61,100.00 0.9400 m3 Kerikil beton @ Rp 250,000.00 Rp 235,000.00 0.2500 org/hr Tukang batu @ Rp 100,000.00 Rp 25,000.00 0.0250 org/hr Kepala tukang @ Rp 150,000.00 Rp 3,750.00 1.6500 org/hr Pekerja @ Rp 65,000.00 Rp 107,250.00 0.0800 org/hr Mandor @ Rp 170,000.00 Rp 13,600.00



G. 2 6.5. 1 M3 Membuat beton bertulang 1 Pc : 2 Ps : 3 Kr232.0000 kg Semen portland @ Rp 1,300.00 Rp 301,600.00

0.5200 m3 Pasir beton @ Rp 130,000.00 Rp 67,600.00 0.7800 m3 Kerikil beton @ Rp 250,000.00 Rp 195,000.00 0.2500 org/hr Tukang batu @ Rp 100,000.00 Rp 25,000.00 0.0250 org/hr Kepala tukang @ Rp 150,000.00 Rp 3,750.00 1.6500 org/hr Pekerja @ Rp 65,000.00 Rp 107,250.00 0.0800 org/hr Mandor @ Rp 170,000.00 Rp 13,600.00



G. 3 6.25 1 KG Pembesian dengan besi polos1.0500 kg Besi beton @ Rp 9,000.00 Rp 9,450.00 0.0150 kg Kawat beton @ Rp - Rp - 0.0070 org/hr Tukang besi @ Rp 100,000.00 Rp 700.00 0.0007 org/hr Kepala tukang @ Rp 150,000.00 Rp 105.00 0.0070 org/hr Pekerja @ Rp 65,000.00 Rp 455.00 0.0003 org/hr Mandor @ Rp 170,000.00 Rp 51.00



G. 4 6.25 1 KG Pembesian dengan besi ulir1.0500 kg Besi beton @ Rp 9,200.00 Rp 9,660.00 0.0150 kg Kawat beton @ Rp - Rp - 0.0070 org/hr Tukang besi @ Rp 100,000.00 Rp 700.00 0.0007 org/hr Kepala tukang @ Rp 150,000.00 Rp 105.00 0.0070 org/hr Pekerja @ Rp 65,000.00 Rp 455.00 0.0003 org/hr Mandor @ Rp 170,000.00 Rp 51.00



G. 5 1 M3 Beton ready mix K. 300 + bakesting (pondasi)1.0000 m3 Beton ready mix K. 300 @ Rp 1,000,000.00 Rp 1,000,000.00 0.1000 m3 Kayu terentang @ Rp 2,400,000.00 Rp 240,000.00 0.7500 kg Paku biasa 2" - 5" @ Rp 16,000.00 Rp 12,000.00 0.2000 ltr Minyak bakesting @ Rp 7,500.00 Rp 1,500.00 1.0400 org/hr Tukang kayu @ Rp 100,000.00 Rp 104,000.00 0.1040 org/hr Kepala tukang @ Rp 150,000.00 Rp 15,600.00 2.7000 org/hr Pekerja @ Rp 65,000.00 Rp 175,500.00 0.1200 org/hr Mandor @ Rp 170,000.00 Rp 20,400.00



DAFTAR ANALISACat : Bakesting dipakai sebanyak 2 kali

G. 6 1 M3 Beton ready mix K.300 + bakesting (sloef)1.0000 m3 Beton ready mix K. 300 @ Rp 1,000,000.00 Rp 1,000,000.00 0.1350 m3 Kayu terentang @ Rp 2,400,000.00 Rp 324,000.00 1.0000 kg Paku biasa 2" - 5" @ Rp 16,000.00 Rp 16,000.00 0.3000 ltr Minyak bakesting @ Rp 7,500.00 Rp 2,250.00 1.5600 org/hr Tukang kayu @ Rp 100,000.00 Rp 156,000.00 0.1560 org/hr Kepala tukang @ Rp 150,000.00 Rp 23,400.00 5.8000 org/hr Pekerja @ Rp 65,000.00 Rp 377,000.00 0.1800 org/hr Mandor @ Rp 170,000.00 Rp 30,600.00


Jumlah harga bahan + upah Rp 1,929,250.00 Cat : Bakesting dipakai sebanyak 2 kali

G. 7 1 M3 Beton ready mix K.300 + bakesting (kolom)1.0000 m3 Beton ready mix K. 300 @ Rp 1,000,000.00 Rp 1,000,000.00 0.1667 m3 Kayu terentang @ Rp 2,400,000.00 Rp 400,000.00 1.7978 kg Paku biasa 2" - 5" @ Rp 16,000.00 Rp 28,764.04 0.8333 ltr Minyak bakesting @ Rp - Rp - 0.0625 m3 Balok kayu Kls II @ Rp 4,700,000.00 Rp 293,750.00 1.4583 lbr Plywood 9 mm @ Rp - Rp - 8.3333 btg Dolken kayu Ø 8 cm/4 meter @ Rp 40,000.00 Rp 333,333.33 3.3000 org/hr Tukang kayu @ Rp 100,000.00 Rp 330,000.00 0.1000 org/hr Kepala tukang @ Rp 150,000.00 Rp 15,000.00 7.0000 org/hr Pekerja @ Rp 65,000.00 Rp 455,000.00 0.0600 org/hr Mandor @ Rp 170,000.00 Rp 10,200.00



G. 8 1 M3 Beton ready mix K.300 + bakesting (balok)1.0000 m3 Beton ready mix K. 300 @ Rp 1,000,000.00 Rp 1,000,000.00 0.1391 m3 Kayu terentang @ Rp 2,400,000.00 Rp 333,913.04 1.4318 kg Paku biasa 2" - 5" @ Rp 16,000.00 Rp 22,908.28 0.6957 ltr Minyak bakesting @ Rp 7,500.00 Rp 5,217.39 0.0609 m3 Balok kayu Kls II @ Rp 4,700,000.00 Rp 286,086.96 1.2174 lbr Plywood 9 mm @ Rp - Rp - 6.9565 btg Dolken kayu Ø 8 cm/4 meter @ Rp 40,000.00 Rp 278,260.87 2.8000 org/hr Tukang kayu @ Rp 100,000.00 Rp 280,000.00 0.2800 org/hr Kepala tukang @ Rp 150,000.00 Rp 42,000.00 6.7150 org/hr Pekerja @ Rp 65,000.00 Rp 436,475.00 0.2010 org/hr Mandor @ Rp 170,000.00 Rp 34,170.00



G. 9 1 M3 Beton ready mix K.300 + bakesting (plat lantai)1.0000 m3 Beton ready mix K. 300 @ Rp 1,000,000.00 Rp 1,000,000.00 0.1067 m3 Kayu terentang @ Rp 2,400,000.00 Rp 256,000.00 1.0667 kg Paku biasa 2" - 5" @ Rp 16,000.00 Rp 17,066.67 0.5333 ltr Minyak bakesting @ Rp 7,500.00 Rp 4,000.00 0.0400 m3 Balok kayu Kls II @ Rp 4,700,000.00 Rp 188,000.00 0.9333 lbr Plywood 9 mm @ Rp - Rp -

16.0000 btg Dolken kayu Ø 8 cm/4 meter @ Rp 40,000.00 Rp 640,000.00 2.6400 org/hr Tukang kayu @ Rp 100,000.00 Rp 264,000.00 0.3640 org/hr Kepala tukang @ Rp 150,000.00 Rp 54,600.00 6.5600 org/hr Pekerja @ Rp 65,000.00 Rp 426,400.00 0.2480 org/hr Mandor @ Rp 170,000.00 Rp 42,160.00



DAFTAR ANALISACat : Bakesting dipakai sebanyak 2 kali

G. 10 1 M3 Beton ready mix K.300 + bakesting (tangga)1.0000 m3 Beton ready mix K. 300 @ Rp 1,000,000.00 Rp 1,000,000.00 0.1000 m3 Kayu terentang @ Rp 2,400,000.00 Rp 240,000.00 1.2000 kg Paku biasa 2" - 5" @ Rp 16,000.00 Rp 19,200.00 0.4800 ltr Minyak bakesting @ Rp 7,500.00 Rp 3,600.00 0.0420 m3 Balok kayu Kls II @ Rp 4,700,000.00 Rp 197,400.00 1.0000 lbr Plywood 9 mm @ Rp - Rp - 5.6000 btg Dolken kayu Ø 8 cm/4 meter @ Rp 40,000.00 Rp 224,000.00 2.3000 org/hr Tukang kayu @ Rp 100,000.00 Rp 230,000.00 0.3310 org/hr Kepala tukang @ Rp 150,000.00 Rp 49,650.00 6.2400 org/hr Pekerja @ Rp 65,000.00 Rp 405,600.00 0.6200 org/hr Mandor @ Rp 170,000.00 Rp 105,400.00



G. 11 1 M3 Beton ready mix K.300 + bakesting (dinding)1.0000 m3 Beton ready mix K. 300 @ Rp 1,000,000.00 Rp 1,000,000.00 0.0960 m3 Kayu terentang @ Rp 2,400,000.00 Rp 230,400.00 1.2800 kg Paku biasa 2" - 5" @ Rp 16,000.00 Rp 20,480.00 0.6400 ltr Minyak bakesting @ Rp 7,500.00 Rp 4,800.00 0.0640 m3 Balok kayu Kls II @ Rp 4,700,000.00 Rp 300,800.00 1.1200 lbr Plywood 9 mm @ Rp - Rp - 9.6000 btg Dolken kayu Ø 8 cm/4 meter @ Rp 40,000.00 Rp 384,000.00 2.6400 org/hr Tukang kayu @ Rp 100,000.00 Rp 264,000.00 0.3640 org/hr Kepala tukang @ Rp 150,000.00 Rp 54,600.00 6.5600 org/hr Pekerja @ Rp 65,000.00 Rp 426,400.00 0.2480 org/hr Mandor @ Rp 170,000.00 Rp 42,160.00



G. 12 1 M3 Membuat Beton Cor 1 : 2 : 3 + Bakesting (Kolom Praktis)0.1653 m3 Kayu Terentang @ Rp 2,400,000.00 Rp 396,694.21 0.8264 kg Paku Biasa 2" - 5" @ Rp 16,000.00 Rp 13,223.14 0.7800 m3 Kerikil @ Rp 250,000.00 Rp 195,000.00 0.5200 m3 Pasir Beton @ Rp 130,000.00 Rp 67,600.00

232.0000 kg Semen Portland @ Rp 1,300.00 Rp 301,600.00 1.6529 org/hr Tukang Batu @ Rp 100,000.00 Rp 165,289.26 1.6529 org/hr Tukang Kayu @ Rp 100,000.00 Rp 165,289.26 0.4959 org/hr Kepala Tukang @ Rp 150,000.00 Rp 74,380.17 0.4959 org/hr Pekerja @ Rp 65,000.00 Rp 32,231.40 0.2479 org/hr @ Rp 170,000.00 Rp 42,148.76



G. 13 1 M3 Membuat Beton Cor 1 : 2 : 3 + Bakesting (Ring Balok Praktis)0.1818 m3 Kayu Terentang @ Rp 2,400,000.00 Rp 436,363.64 1.2121 kg Paku Biasa 2" - 5" @ Rp 16,000.00 Rp 19,393.94 0.7800 m3 Kerikil @ Rp 250,000.00 Rp 195,000.00 0.2500 m3 Pasir Beton @ Rp 130,000.00 Rp 32,500.00

232.0000 kg Semen Portland @ Rp 1,300.00 Rp 301,600.00 2.0000 org/hr Tukang Batu @ Rp 100,000.00 Rp 200,000.00 2.0000 org/hr Tukang Kayu @ Rp 100,000.00 Rp 200,000.00 0.6061 org/hr Kepala Tukang @ Rp 150,000.00 Rp 90,909.09 6.0606 org/hr Pekerja @ Rp 65,000.00 Rp 393,939.39 0.3030 org/hr Mandor @ Rp 170,000.00 Rp 51,515.15



DAFTAR ANALISAH. PEKERJAAN BETON + BAKESTING + BESI

PONDASI TAPAK/PILE CAPFILE CAP

H. 1 1 M3 Beton Pile Cap 180/180, Tipe P1, K.300 / Besi 124,25 Kg/M3 1.00 m3 Beton ready mix K.350 + bekisting ( pondasi ) @ Rp 1,569,000.00 Rp 1,569,000.00 124.25 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 1,363,146.75 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00

Jumlah Harga Satuan Rp 3,062,146.75

H. 2 1 M3 Beton Pile Cap 120/120, Tipe P2, K.300 / Besi 133,70 Kg/M3 1.00 m3 Beton ready mix K.300 + bekisting ( pondasi ) @ Rp 1,569,000.00 Rp 1,569,000.00 133.70 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 1,466,822.70 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00


H. 3 1 M3 Beton Pondasi tangga, K.300 / Besi 180 Kg/M3 1.00 m3 Beton ready mix K.300 + bekisting ( pondasi ) @ Rp 1,569,000.00 Rp 1,569,000.00 180.00 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 1,974,780.00 1.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 65,000.00


SLOEFH. 4 1 M3 Beton Sloef, Tipe S1, K.300 / Besi 159,49 Kg/M3

1.00 m3 Beton ready mix K.350 + bekisting (sloef) @ Rp 1,929,250.00 Rp 1,929,250.00 159.49 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 1,749,764.79 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00


H. 5 1 M3 Beton Sloef, Tipe S2, K.300 / Besi 159,59 Kg/M3 1.00 m3 Beton ready mix K.350 + bekisting (sloef) @ Rp 1,929,250.00 Rp 1,929,250.00 159.59 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 1,750,861.89 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00


H. 6 1 M3 Beton Sloef, Tipe Sp, K.1:2:3 / Besi 165,49 Kg/M3 1.00 m3 Beton 1:2:3 + bekisting (sloef) @ Rp 1,921,221.21 Rp 1,921,221.21 165.49 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 1,815,590.79 1.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 65,000.00


KOLOMH. 9 1 M3 Beton Kolom 60/60, Tipe K1, K.300 / Besi 214,41 Kg/M3

1.00 m3 Beton ready mix K.300 + bekisting ( kolom ) @ Rp 2,866,047.38 Rp 2,866,047.38 214.41 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 2,352,292.11 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00


H. 10 1 M3 Beton Kolom 30/30, Tipe K2, K.300 / Besi 220,48 Kg/M3 1.00 m3 Beton ready mix K.300 + bekisting ( kolom ) @ Rp 2,866,047.38 Rp 2,866,047.38 220.48 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 2,418,886.08 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00


H. 11 1 M3 Beton Kolom 15/15, Tipe Kp, K.1:2:3 / Besi 333,59 Kg/M3 1.00 m3 Beton K.1:2:3 + bekisting ( kolom ) @ Rp 1,453,456.20 Rp 1,453,456.20 333.59 kg Pembesian dengan besi polos @ Rp 10,761.00 Rp 3,589,761.99 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00


BETON BALOKH. 12 1 M3 Beton Balok 50X80 type B1, K.300 / Besi 153,62 Kg/M3

1.00 m3 Beton ready mix K.300 + bekisting ( balok ) @ Rp 2,719,031.54 Rp 2,719,031.54 153.62 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 1,685,365.02 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00


DAFTAR ANALISA

H. 13 1 M3 Beton Balok 50X60 type B1a, K.300 / Besi 153,62 Kg/M3 1.00 m3 Beton ready mix K.300 + bekisting ( balok ) @ Rp 2,719,031.54 Rp 2,719,031.54 153.62 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 1,685,365.02 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00


H. 14 1 M3 Beton Balok 40X60 type B2, K.300 / Besi 178,61 Kg/M3 1.00 m3 Beton ready mix K.300 + bekisting ( balok ) @ Rp 2,719,031.54 Rp 2,719,031.54 178.61 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 1,959,530.31 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00
















H. 22 1 M3 Beton Ring Balok 30X50 type RB, K.300 / Besi 144,46 Kg/M3 1.00 m3 Beton ready mix K.300 + bekisting ( balok ) @ Rp 2,719,031.54 Rp 2,719,031.54 144.46 kg Pembesian dengan besi polos @ Rp 10,971.00 Rp 1,584,870.66 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00


H. 23 1 M3 Beton Balok 15/20 type RBp, K1:2:3 / Besi 214,44 Kg/M3 1.00 m3 Beton cor K.1:2:3 + bekisting ( balok ) @ Rp 1,921,221.21 Rp 1,921,221.21 214.44 kg Pembesian dengan besi polos @ Rp 10,761.00 Rp 2,307,588.84 2.00 org Pekerja membongkar dan merawat beton @ Rp 65,000.00 Rp 130,000.00

DAFTAR ANALISAJumlah Harga Satuan Rp 4,358,810.05

BETON PLAT LANTAIH. 24 1 M3 Beton Plat lantai, T=12cm, K.300 / Besi 110,00Kg/M2

1.00 m3 Beton ready mix K.300 + bekisting (plat lantai) @ Rp 2,892,226.67 Rp 2,892,226.67 110.00 kg Pembesian dengan besi polos @ Rp 10,761.00 Rp 1,183,710.00


H. 25 1 M3 Beton Plat Meja beton=12cm, K.1:2:3 / Besi 95Kg/M2 1.00 m3 Beton1:2:3 + bekisting (plat meja) @ Rp 713,800.00 Rp 713,800.00 95.00 kg Pembesian dengan besi polos @ Rp 10,761.00 Rp 1,022,295.00


BETON TANGGAH. 26 1 M3 Beton Tangga

1.00 m3 Beton ready mix K.300 + bekisting (tangga) @ Rp 2,474,850.00 Rp 2,474,850.00 180.00 kg Pembesian dengan besi polos @ Rp 10,761.00 Rp 1,936,980.00


I. Analisa Biaya Konstruksi Pekerjaan AtapI. 1 1 M2 Pasang atap genteng metal

1.3750 lbr Atap genteng metal permukaan teksture @ Rp - Rp - 4.4000 bj Skrup atap @ Rp - Rp - 0.1000 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.0100 org/hr Kepala Tukang @ Rp 150,000.00 Rp 1,500.00 0.2000 org/hr Pekerja @ Rp 65,000.00 Rp 13,000.00 0.0020 org/hr Mandor @ Rp 170,000.00 Rp 340.00



I. 2 1 M2 Pasang lapisan bawah atap0.0200 roll Aluminium foil @ Rp - Rp - 0.0160 roll Glass wool @ Rp - Rp - 0.0222 roll Roof mesh @ Rp - Rp - 0.1000 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.0200 org/hr Kepala Tukang @ Rp 150,000.00 Rp 3,000.00 0.1000 org/hr Pekerja @ Rp 65,000.00 Rp 6,500.00 0.0020 org/hr Mandor @ Rp 170,000.00 Rp 340.00



I. 3 1 M' Nok atap genteng metal1.1000 lbr Nok atap genteng metal @ Rp - Rp - 3.3000 bj Skrup bubungan @ Rp - Rp - 0.1000 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.0100 org/hr Kepala Tukang @ Rp 150,000.00 Rp 1,500.00 0.0500 org/hr Pekerja @ Rp 65,000.00 Rp 3,250.00 0.0025 org/hr Mandor @ Rp 170,000.00 Rp 425.00



I. 4 1 M' Lisplank kalsiplank 2X20 cm0.5500 lbr Lisplank kalsiplank 2X200X4000X20 mm @ Rp - Rp - 0.8067 btg rangka baja ringan type C @ Rp - Rp -

15.0000 bj Paku rivet @ Rp - Rp - 0.1000 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.0100 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.1000 org/hr Mandor @ Rp 170,000.00 Rp 17,000.00



DAFTAR ANALISAI. 5 1 M' Lisplank kalsiplank 1X20 cm

0.2750 lbr Lisplank kalsiplank 2X200X4000X20 mm @ Rp - Rp - 0.8067 btg rangka baja ringan type C @ Rp - Rp -

15.0000 bj Paku rivet @ Rp - Rp - 0.1000 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.0100 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.1000 org/hr Mandor @ Rp 170,000.00 Rp 17,000.00



I. 6 1 M' Talang air1.1000 lbr Talang air @ Rp - Rp - 2.0000 btg Penggantung @ Rp - Rp - 0.0200 kg Paku biasa @ Rp 16,000.00 Rp 320.00 0.1000 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.0100 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.1000 org/hr Mandor @ Rp 170,000.00 Rp 17,000.00

Jumlah harga satuan bahan Rp 320.00 Jumlah harga satuan upah Rp 27,650.00


J. Analisa Biaya Konstruksi Pekerjaan PlafondJ. 1 1 M2 Memasang rangka metal furing, modul 60X120 cm

2.0240 btg Furring channel @ Rp - Rp - 1.3090 btg Top cross rail @ Rp - Rp - 2.1780 pcs Connector clip @ Rp - Rp - 0.6490 btg Suspention rod @ Rp - Rp - 1.0890 pcs Suspention clip @ Rp - Rp - 0.2200 btg Angel bracket @ Rp - Rp - 0.2560 org Tukang @ Rp 100,000.00 Rp 25,600.00 0.2460 org Pekerja @ Rp 65,000.00 Rp 15,990.00 0.0250 org Mandor @ Rp 170,000.00 Rp 4,250.00



J. 2 1 M2 Memasang plafond gypsumboard0.4320 lbr Gypsumboard 9 mm @ Rp - Rp - 0.0400 dos Drywall Screw @ Rp - Rp - 0.0340 zak Cornice Adhesive @ Rp - Rp - 0.0520 roll Catton Tape @ Rp - Rp - 0.1420 org/hr Tukang @ Rp 100,000.00 Rp 14,200.00 0.1280 org/hr Pekerja @ Rp 65,000.00 Rp 8,320.00 0.0350 org/hr Mandor @ Rp 170,000.00 Rp 5,950.00



J. 3 1 M2 Memasang plafond kalsiboard0.4320 lbr Kalsiboard 6 mm @ Rp - Rp - 0.0400 dos Drywall Screw @ Rp - Rp - 0.0340 zak Cornice Adhesive @ Rp - Rp - 0.0520 roll Catton Tape @ Rp - Rp - 0.1420 org/hr Tukang @ Rp 100,000.00 Rp 14,200.00 0.1280 org/hr Pekerja @ Rp 65,000.00 Rp 8,320.00 0.0350 org/hr Mandor @ Rp 170,000.00 Rp 5,950.00



J. 4 1 M' Memasang list plafond1.050 m' List plafond @ Rp - Rp - 0.250 zak Cornice adhesive @ Rp - Rp - 0.020 kg Paku @ Rp 16,000.00 Rp 320.00

DAFTAR ANALISA0.021 org/hr Tukang kayu @ Rp 100,000.00 Rp 2,100.00 0.002 org/hr Kepala tukang @ Rp 150,000.00 Rp 300.00 0.021 org/hr Pekerja @ Rp 65,000.00 Rp 1,365.00 0.001 org/hr Mandor @ Rp 170,000.00 Rp 170.00

Jumlah harga satuan bahan Rp 320.00 Jumlah harga satuan upah Rp 1,835.00


K. Analisa Biaya Konstruksi Pekerjaan SanitasiK. 1 6.9. Memasang 1 m' pipa galvanis diameter 3/4"

1.200 m' Pipa galvanis @ Rp - Rp - 35% hrg Perlengkapan @ Rp - Rp -

0.090 org/hr Tukang @ Rp 100,000.00 Rp 9,000.00 0.009 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,350.00 0.054 org/hr Pekerja @ Rp 65,000.00 Rp 3,510.00 0.027 org/hr Mandor @ Rp 170,000.00 Rp 4,590.00

Jumlah Harga Satuan Bahan Rp - Jumlah Harga Satuan Upah Rp 18,450.00

Jumlah Harga Bahan + Upah Rp 18,450.00

K. 2 Memasang 1 m' pipa galvanis diameter 2"1.200 m' Pipa galvanis @ Rp - Rp - 35% hrg Perlengkapan @ Rp - Rp -




K. 3 6.24. Memasang 1 m' pipa galvanis diameter 4"1.200 m' Pipa galvanis @ Rp - Rp - 35% hrg Perlengkapan @ Rp - Rp -




K. 4 6.26. Memasang 1 m' pipa PVC tipe AW diameter 3/4" (air bersih)1.200 m' Pipa PVC @ Rp - Rp - 35% hrg Perlengkapan @ Rp - Rp -

0.060 org/hr Tukang @ Rp 100,000.00 Rp 6,000.00 0.006 org/hr Kepala tukang @ Rp 150,000.00 Rp 900.00 0.036 org/hr Pekerja @ Rp 65,000.00 Rp 2,340.00 0.002 org/hr Mandor @ Rp 170,000.00 Rp 306.00



K. 5 6.27. Memasang 1 m' pipa PVC tipe AW diameter 1" (air bersih)1.200 m' Pipa PVC @ Rp - Rp - 35% hrg Perlengkapan @ Rp - Rp -




K. 6 6.28. Memasang 1 m' pipa PVC tipe AW diameter 11/2" (air bersih)

DAFTAR ANALISA1.200 m' Pipa PVC @ Rp - Rp - 35% hrg Perlengkapan @ Rp - Rp -








K. 8 6.30. Memasang 1 m' pipa PVC tipe AW diameter 21/2" (air bersih)1.200 m' Pipa PVC @ Rp - Rp - 35% hrg Perlengkapan @ Rp - Rp -








K. 10 Memasang 1 m' pipa PVC tipe AW diameter 4" (air bersih)1.200 m' Pipa PVC @ Rp - Rp - 35% hrg Perlengkapan @ Rp - Rp -




K. 11 Memasang Kloset Duduk 1.000 bh Kloset duduk @ Rp - Rp -

6% hrg Perlengkapan @ Rp - Rp - 1.100 org/hr Tukang batu @ Rp 100,000.00 Rp 110,000.00 0.010 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.300 org/hr Pekerja @ Rp 65,000.00 Rp 19,500.00 0.160 org/hr Mandor @ Rp 170,000.00 Rp 27,200.00



DAFTAR ANALISAK. 12 Memasang Kloset Jongkok

1.000 bh Kloset jongkok @ Rp - Rp - 6.000 kg Portland cement @ Rp 1,300.00 Rp 7,800.00 0.010 m3 Pasir pasangan @ Rp 120,000.00 Rp 1,200.00 1.100 org/hr Tukang batu @ Rp 100,000.00 Rp 110,000.00 0.010 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.300 org/hr Pekerja @ Rp 65,000.00 Rp 19,500.00 0.160 org/hr Mandor @ Rp 170,000.00 Rp 27,200.00



K. 13 Memasang Urinoir Type U57 M1.000 bh Urinoir @ Rp - Rp - 15% hrg Perlengkapan @ Rp - Rp -




K. 14 Memasang Partisi Urinoir Type A1001.000 bh Partisi Urinoir @ Rp - Rp - 15% hrg Perlengkapan @ Rp - Rp -

1.000 org/hr Tukang batu @ Rp 100,000.00 Rp 100,000.00 0.100 org/hr Kepala tukang @ Rp 150,000.00 Rp 15,000.00 1.000 org/hr Pekerja @ Rp 65,000.00 Rp 65,000.00 0.100 org/hr Mandor @ Rp 170,000.00 Rp 17,000.00



K. 15 Memasang Wastafel1.000 bh Wastafel @ Rp - Rp - 20% hrg Perlengkapan @ Rp - Rp -




K. 16 Memasang Kran1.000 bh Kran Wastafel @ Rp - Rp - 0.100 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.010 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.010 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.005 org/hr Mandor @ Rp 170,000.00 Rp 850.00



K. 17 Memasang kran air1.000 bh Kran air @ Rp - Rp - 0.100 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.010 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.010 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.005 org/hr Mandor @ Rp 170,000.00 Rp 850.00

DAFTAR ANALISAJumlah Harga Satuan Bahan Rp - Jumlah Harga Satuan Upah Rp 13,000.00


K. 18 Memasang KitchenZink + Kran 1.000 bh KitchenZink @ Rp - Rp - 1.000 bh Kran KitchenZink @ Rp - Rp - 0.100 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.010 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.010 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.005 org/hr Mandor @ Rp 170,000.00 Rp 850.00



K. 19 Memasang Floordrain1.000 bh Floordrain @ Rp - Rp - 0.100 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.010 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.010 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.005 org/hr Mandor @ Rp 170,000.00 Rp 850.00



K. 20 Memasang CleanOut Stainless1.000 bh CleanOut Stainless @ Rp - Rp - 0.100 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.010 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.010 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.005 org/hr Mandor @ Rp 170,000.00 Rp 850.00



K. 21 Memasang Roof Drain Stainless1.000 bh Roof Drain Stainless @ Rp - Rp - 0.100 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.010 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.010 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.005 org/hr Mandor @ Rp 170,000.00 Rp 850.00



K. 22 Membuat 1 buah septiktank + bak peresapan 2,00X3,00X1,50 meter12.600 m3 Galian tanah @ Rp 32,800.00 Rp 413,280.00 16.314 m2 Pasangan batu bata @ Rp 93,331.00 Rp 1,522,555.27

0.417 lbr Multipleks 9 mm @ Rp - Rp - 0.050 m3 Kayu @ Rp 2,400,000.00 Rp 120,000.00 4.000 btg Dolken @ Rp 40,000.00 Rp 160,000.00 0.726 m3 Beton K.1:2:3 @ Rp 713,800.00 Rp 518,218.80

87.120 kg Besi beton @ Rp 10,761.00 Rp 937,498.32 19.026 m2 Pekerjaan plesteran @ Rp 42,654.00 Rp 811,513.68

0.025 m3 Batu koral @ Rp 250,000.00 Rp 6,250.00 1.750 m' Pipa PVC 4" @ Rp - Rp - 1.500 m' Pipa GIP 11/2" @ Rp - Rp - 1.000 unit Mainhole @ Rp - Rp -

Jumlah Harga Bahan + Upah Rp 4,489,316.07

K. 23 Membuat 1 buah septiktank gorong-gorong + bak peresapan0.072 m3 Rabat Beton, t=5 cm @ Rp 701,800.00 Rp 50,529.60 0.254 m3 Beton cor 1:2:3 @ Rp 713,800.00 Rp 181,547.89

27.977 kg Besi beton @ Rp 10,761.00 Rp 301,064.80 0.025 m3 Kayu 5/7 @ Rp 4,700,000.00 Rp 118,440.00

DAFTAR ANALISA0.500 lbr Multipleks 9 mm @ Rp - Rp - 1.472 m2 Spesi perekat antara gorong-gorong @ Rp 42,654.00 Rp 62,786.69 4.000 bh @ Rp - Rp - 2.500 m' Pipa PVC Ø4 " @ Rp - Rp - 2.500 m' Pipa GIP Ø3/4 " @ Rp 18,450.00 Rp 46,125.00 1.000 unit Mainhole beton @ Rp - Rp - 8.228 m3 Galian tanah @ Rp 32,800.00 Rp 269,878.40 4.828 m3 Urugan kembali @ Rp 15,710.00 Rp 75,847.88


K. 24 1 M' Saluran luar bangunan ( terbuka)0.517 m3 Galian tanah @ Rp 32,800.00 Rp 16,957.60 0.141 m3 Urugan pasir @ Rp 129,200.00 Rp 18,191.36 0.890 m2 Pas. batu bata, tebal 1/2bt 1 pc:3 ps @ Rp 93,331.00 Rp 83,064.59 1.667 bh Buis beton 1/2 n 30 cm @ Rp - Rp - 1.188 m2 Pekerjaan plesteran @ Rp 42,654.00 Rp 50,672.95


K. 25 Membuat 1 buah bak kontrol pasangan batu bata ukuran (60x60) cm, tinggi 65 cm110.000 bh Batu bata @ Rp 500.00 Rp 55,000.00 114.000 kg Semen portland @ Rp 1,300.00 Rp 148,200.00

0.184 m3 Pasir urug @ Rp 90,000.00 Rp 16,560.00 0.033 m3 Batu kerikil @ Rp 250,000.00 Rp 8,250.00 4.850 kg Besi beton @ Rp 9,000.00 Rp 43,650.00 0.120 m3 Pasir beton @ Rp 130,000.00 Rp 15,600.00

14.400 kg Besi beton @ Rp 10,761.00 Rp 154,958.40 0.500 org/hr Tukang batu @ Rp 100,000.00 Rp 50,000.00 0.050 org/hr Kepala tukang @ Rp 150,000.00 Rp 7,500.00 1.500 org/hr Pekerja @ Rp 65,000.00 Rp 97,500.00 0.150 org/hr Mandor @ Rp 170,000.00 Rp 25,500.00 0.343 m3 Upah galian @ Rp 32,800.00 Rp 11,250.40



L. Analisa Pekerjaan Kunci Dan KacaL. 1 6.17. 1 M2 Pasang kaca, tebal 5 mm

1.10000 m2 Kaca polos @ Rp - Rp - 0.15000 org/hr Tukang @ Rp 100,000.00 Rp 15,000.00 0.01500 org/hr Kepala tukang @ Rp 150,000.00 Rp 2,250.00 0.01500 org/hr Pekerja @ Rp 65,000.00 Rp 975.00 0.00075 org/hr Mandor @ Rp 170,000.00 Rp 127.50



L. 2 6.18. 1 M2 Pasang kaca, tebal 6 mm1.10000 m2 Kaca polos @ Rp - Rp - 0.16500 org/hr Tukang @ Rp 100,000.00 Rp 16,500.00 0.01650 org/hr Kepala tukang @ Rp 150,000.00 Rp 2,475.00 0.01650 org/hr Pekerja @ Rp 65,000.00 Rp 1,072.50 0.00080 org/hr Mandor @ Rp 170,000.00 Rp 136.00



L. Analisa Biaya Konstruksi Pekerjaan Lantai dan DindingL. 1 1 M2 Pasang lantai 40X40 cm (polish)

6.250 bh Tegel lantai 40x40 cm @ Rp - Rp - 9.800 kg Semen portland @ Rp 1,300.00 Rp 12,740.00 1.300 kg Semen warna @ Rp 6,500.00 Rp 8,450.00 0.022 m3 Pasir pasangan @ Rp 120,000.00 Rp 2,580.00 0.350 org/hr Tukang @ Rp 100,000.00 Rp 35,000.00 0.035 org/hr Kepala tukang @ Rp 150,000.00 Rp 5,250.00 0.620 org/hr Pekerja @ Rp 65,000.00 Rp 40,300.00

Gorong Gorong Ø 90 cm




L. 2 1 M2 Pasang lantai 40X40 cm (unpolish)6.250 bh Tegel lantai 40x40 cm @ Rp - Rp - 9.800 kg Semen portland @ Rp 1,300.00 Rp 12,740.00 1.300 kg Semen warna @ Rp 6,500.00 Rp 8,450.00 0.022 m3 Pasir pasangan @ Rp 120,000.00 Rp 2,580.00 0.350 org/hr Tukang @ Rp 100,000.00 Rp 35,000.00 0.035 org/hr Kepala tukang @ Rp 150,000.00 Rp 5,250.00 0.620 org/hr Pekerja @ Rp 65,000.00 Rp 40,300.00 0.030 org/hr Mandor @ Rp 170,000.00 Rp 5,100.00



L. 3 1 M2 Pasang lantai 30X40 cm (unpolish)8.333 bh Tegel lantai 30x40 cm @ Rp - Rp - 9.800 kg Semen portland @ Rp 1,300.00 Rp 12,740.00 1.300 kg Semen warna @ Rp 6,500.00 Rp 8,450.00 0.022 m3 Pasir pasangan @ Rp 120,000.00 Rp 2,580.00 0.350 org/hr Tukang @ Rp 100,000.00 Rp 35,000.00 0.035 org/hr Kepala tukang @ Rp 150,000.00 Rp 5,250.00 0.620 org/hr Pekerja @ Rp 65,000.00 Rp 40,300.00 0.030 org/hr Mandor @ Rp 170,000.00 Rp 5,100.00



L. 4 1 M2 Pasang lantai 20X40 cm (unpolish)12.500 bh Tegel lantai 40x40 cm @ Rp - Rp -

9.800 kg Semen portland @ Rp 1,300.00 Rp 12,740.00 1.300 kg Semen warna @ Rp 6,500.00 Rp 8,450.00 0.022 m3 Pasir pasangan @ Rp 120,000.00 Rp 2,580.00 0.350 org/hr Tukang @ Rp 100,000.00 Rp 35,000.00 0.035 org/hr Kepala tukang @ Rp 150,000.00 Rp 5,250.00 0.620 org/hr Pekerja @ Rp 65,000.00 Rp 40,300.00 0.030 org/hr Mandor @ Rp 170,000.00 Rp 5,100.00



L. 5 1 M2 Pasang lantai 30X30 cm (polish/terang)11.111 bh Tegel keramik 30X30 cm @ Rp - Rp -




L. 6 1 M2 Pasang lantai 30X30 cm (unpolish/terang)11.111 bh Tegel keramik 30X30 cm @ Rp - Rp -

9.800 kg Semen portland @ Rp 1,300.00 Rp 12,740.00 1.300 kg Semen warna @ Rp 6,500.00 Rp 8,450.00 0.022 m3 Pasir pasangan @ Rp 120,000.00 Rp 2,580.00 0.350 org/hr Tukang @ Rp 100,000.00 Rp 35,000.00 0.035 org/hr Kepala tukang @ Rp 150,000.00 Rp 5,250.00 0.620 org/hr Pekerja @ Rp 65,000.00 Rp 40,300.00




L. 7 1 M2 Pasang lantai 30X30 cm (teksture)11.111 bh Tegel keramik 30X30 cm @ Rp - Rp - 11.380 kg Semen portland @ Rp 1,300.00 Rp 14,794.00

1.500 kg Semen warna @ Rp 6,500.00 Rp 9,750.00 0.042 m3 Pasir pasangan @ Rp 120,000.00 Rp 5,040.00 0.350 org/hr Tukang @ Rp 100,000.00 Rp 35,000.00 0.035 org/hr Kepala tukang @ Rp 150,000.00 Rp 5,250.00 0.620 org/hr Pekerja @ Rp 65,000.00 Rp 40,300.00 0.030 org/hr Mandor @ Rp 170,000.00 Rp 5,100.00



L. 8 1 M2 Pasang dinding 30X30 cm (polish/terang)11.111 bh Tegel 30x30 cm @ Rp - Rp -




L. 9 1 M' Pasang tegel plint 10X40 cm2.7500 bh Tegel 10X40 cm @ Rp - Rp - 1.6500 kg Semen PC 50 kg @ Rp 1,300.00 Rp 2,145.00 0.1000 kg S e m e n W a r n a @ Rp 6,500.00 Rp 650.00 0.0032 m3 Pasir pasangan @ Rp 120,000.00 Rp 384.00

0.265 org/hr Tukang Batu @ Rp 100,000.00 Rp 26,500.00 0.027 org/hr Kapala Tukang @ Rp 150,000.00 Rp 3,975.00 0.300 org/hr Pekerja @ Rp 65,000.00 Rp 19,500.00 0.015 org/hr Mandor @ Rp 170,000.00 Rp 2,550.00



L. 10 1 M' Naat lantai0.5000 tube Silicone @ Rp - Rp -

0.050 org/hr Tukang Batu @ Rp 100,000.00 Rp 5,000.00 0.005 org/hr Kapala Tukang @ Rp 150,000.00 Rp 750.00 0.150 org/hr Pekerja @ Rp 65,000.00 Rp 9,750.00 0.008 org/hr Mandor @ Rp 170,000.00 Rp 1,275.00



L. 11 1 M' Tali air pada dinding, kedalaman 1/2 cm0.050 org/hr Tukang Batu @ Rp 100,000.00 Rp 5,000.00 0.001 org/hr Mandor @ Rp 170,000.00 Rp 170.00



L. 12 1 M' Tali air pada lantai, kedalaman 2 cm0.075 org/hr Tukang Batu @ Rp 100,000.00 Rp 7,500.00 0.004 org/hr Mandor @ Rp 170,000.00 Rp 595.00

Jumlah Harga Satuan Bahan Rp -

DAFTAR ANALISAJumlah Harga Satuan Upah Rp 8,095.00


M. Analisa Biaya Konstruksi Pekerjaan PengecatanM. 1 6.8. 1 M2 Pengecatan bidang kayu baru (1 lapis plamur), 1 lapis cat dasar, 2 lapis cat penutup

0.200 kg Cat meni @ Rp - Rp - 0.150 kg Plamir @ Rp - Rp - 0.170 kg Cat dasar @ Rp - Rp - 0.260 kg Cat penutup 2X @ Rp - Rp - 0.009 org/hr Tukang at @ Rp 100,000.00 Rp 900.00 0.006 org/hr Kepala tukang @ Rp 150,000.00 Rp 900.00 0.070 org/hr Pekerja @ Rp 65,000.00 Rp 4,550.00 0.003 org/hr Mandor @ Rp 170,000.00 Rp 425.00



M. 20.100 kg Plamir @ Rp - Rp - 0.390 kg Cat penutup 3X @ Rp - Rp - 0.200 lbr Kertas gosok @ Rp - Rp -

0.0630 org/hr Tukang cat @ Rp 100,000.00 Rp 6,300.00 0.0063 org/hr Kapala tukang @ Rp 150,000.00 Rp 945.00 0.1500 org/hr Pekerja @ Rp 65,000.00 Rp 9,750.00 0.0080 org/hr Mandor @ Rp 170,000.00 Rp 1,360.00



M. 30.390 kg Cat penutup 3X @ Rp - Rp - 0.200 lbr Kertas gosok @ Rp - Rp -

0.0630 org/hr Tukang cat @ Rp 100,000.00 Rp 6,300.00 0.0063 org/hr Kapala tukang @ Rp 150,000.00 Rp 945.00 0.1500 org/hr Pekerja @ Rp 65,000.00 Rp 9,750.00 0.0080 org/hr Mandor @ Rp 170,000.00 Rp 1,360.00



M. 4 6.24. 1 M2 Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 3 lapiscat konvensional dengan tebal 200 um

0.110 kg Cat dasar @ Rp - Rp - 0.170 kg Cat antara @ Rp - Rp - 0.080 kg Cat penutup @ Rp - Rp - 0.800 org/hr Tukang cat @ Rp 100,000.00 Rp 80,000.00 0.300 org/hr Kapala tukang @ Rp 150,000.00 Rp 45,000.00 0.500 org/hr Pekerja @ Rp 65,000.00 Rp 32,500.00 0.200 org/hr Mandor @ Rp 170,000.00 Rp 34,000.00



M. 5 1 M2 Pekerjaan water proofing plat atap0.0204 roll Membrane fiber (Uk. 20X100) cm @ Rp - Rp - 0.3000 kg Cat anti bocor lapis I @ Rp - Rp - 0.3000 kg Cat anti bocor lapis II @ Rp - Rp - 0.3000 kg Cat anti bocor lapis III @ Rp - Rp - 1.0000 m2 Plesteran 1:3, t = 1,5 cm @ Rp 42,654.00 Rp 42,654.00 0.7500 org/hr Tukang cat @ Rp 100,000.00 Rp 75,000.00 0.0750 org/hr Kepala tukang cat @ Rp 150,000.00 Rp 11,250.00

Jumlah Hrg. Satuan Bahan Rp 42,654.00 Jumlah Hrg. Satuan Upah Rp 86,250.00


1 M2 Pengecatan tembok baru interior (1 lapis plamur, 3 lapis cat penutup)

1 M2 Pengecatan tembok baru eksterior (3 lapis cat penutup)

DAFTAR ANALISAM. 6 1 M2 Pekerjaan water proofing sistem coating bawah lantai kamar mandi dan tempat wudhu

0.3000 kg Cat anti bocor lapis I @ Rp - Rp - 0.3000 kg Cat anti bocor lapis II @ Rp - Rp - 0.3000 kg Cat anti bocor lapis III @ Rp - Rp - 0.7500 org/hr Tukang cat @ Rp 100,000.00 Rp 75,000.00 0.0750 org/hr Kepala tukang cat @ Rp 150,000.00 Rp 11,250.00

Jumlah Hrg. Satuan Bahan Rp - Jumlah Hrg. Satuan Upah Rp 86,250.00


M. 6 1 M2 Pengecatan undercoating/primecoat0.092 kg Cat undercoating @ Rp - Rp -

0.0500 org/hr Tukang cat @ Rp 100,000.00 Rp 5,000.00 0.0500 org/hr Kapala tukang @ Rp 150,000.00 Rp 7,500.00 0.1000 org/hr Pekerja @ Rp 65,000.00 Rp 6,500.00 0.0050 org/hr Mandor @ Rp 170,000.00 Rp 850.00



M. 7 1 M2 Pengecatan bidang kayu baru dengan sistem duco0.200 kg Cat meni @ Rp - Rp - 0.150 kg Thenner @ Rp - Rp - 0.150 kg Plamir @ Rp - Rp - 0.150 kg Dempul @ Rp - Rp - 0.150 lbr Kertas gosok @ Rp - Rp - 0.170 kg Cat dasar @ Rp - Rp - 0.390 kg Cat penutup 3X @ Rp - Rp - 1.000 org/hr Tukang cat @ Rp 100,000.00 Rp 100,000.00 0.100 org/hr Kepala tukang @ Rp 150,000.00 Rp 15,000.00 0.500 org/hr Pekerja @ Rp 65,000.00 Rp 32,500.00 0.025 org/hr Mandor @ Rp 170,000.00 Rp 4,250.00



M. 8 1 M2 Pengecatan bidang kayu baru dengan sistem melamin0.150 kg Thenner @ Rp - Rp - 0.150 kg Dempul @ Rp - Rp - 0.150 kg Kertas gosok @ Rp - Rp - 0.170 kg Cat dasar @ Rp - Rp - 0.390 kg Cat melamin @ Rp - Rp - 0.500 org/hr Tukang cat @ Rp 100,000.00 Rp 50,000.00 0.050 org/hr Kepala tukang @ Rp 150,000.00 Rp 7,500.00 0.250 org/hr Pekerja @ Rp 65,000.00 Rp 16,250.00 0.013 org/hr Mandor @ Rp 170,000.00 Rp 2,125.00



N. Analisa Biaya Konstruksi BajaN. 1 1 kg Baja profil IWF

1.1000 kg Besi profil @ Rp - Rp - 0.5000 kg Meni besi @ Rp - Rp - 0.0100 org/hr Tukang @ Rp 100,000.00 Rp 1,000.00 0.0100 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.0100 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.0050 org/hr Mandor @ Rp 170,000.00 Rp 850.00



N. 2 1 kg Baja profil UNP1.1000 kg Besi profil @ Rp - Rp - 0.5000 kg Meni besi @ Rp - Rp -

DAFTAR ANALISA0.0080 org/hr Tukang @ Rp 100,000.00 Rp 800.00 0.0080 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,200.00 0.0100 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.0050 org/hr Mandor @ Rp 170,000.00 Rp 850.00



N. 3 1 m' Pipa black steel dia. 2"0.1833 btg Pipa black steel dia. 2" @ Rp - Rp - 0.5000 kg Meni besi @ Rp - Rp - 0.1500 org/hr Tukang @ Rp 100,000.00 Rp 15,000.00 0.0750 org/hr Kepala tukang @ Rp 150,000.00 Rp 11,250.00 0.0200 org/hr Pekerja @ Rp 65,000.00 Rp 1,300.00 0.0050 org/hr Mandor @ Rp 170,000.00 Rp 850.00



N. 4 1 m' Besi hollow 30X60x1,8 mm0.1833 btg Besi hollow 30x60x1,8 mm @ Rp - Rp - 0.5000 kg Meni besi @ Rp - Rp - 0.1000 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.0100 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,500.00 0.0500 org/hr Pekerja @ Rp 65,000.00 Rp 3,250.00 0.0025 org/hr Mandor @ Rp 170,000.00 Rp 425.00



N. 5 1 kg Baja profil siku1.1000 kg Besi profil @ Rp - Rp - 0.5000 kg Meni besi @ Rp - Rp - 0.0080 org/hr Tukang @ Rp 100,000.00 Rp 800.00 0.0080 org/hr Kepala tukang @ Rp 150,000.00 Rp 1,200.00 0.0100 org/hr Pekerja @ Rp 65,000.00 Rp 650.00 0.0050 org/hr Mandor @ Rp 170,000.00 Rp 850.00



N. 6 1 m2 besi plat1.1000 m2 Besi profil @ Rp - Rp - 1.1000 kg Meni besi @ Rp - Rp - 0.1500 org/hr Tukang @ Rp 100,000.00 Rp 15,000.00 0.0150 org/hr Kepala tukang @ Rp 150,000.00 Rp 2,250.00 0.2000 org/hr Pekerja @ Rp 65,000.00 Rp 13,000.00 0.0100 org/hr Mandor @ Rp 170,000.00 Rp 1,700.00



Q. Analisa Biaya Konstruksi Pekerjaan Railing Tangga dan PagarQ. 1 I m' Pekerjaan railing

1.2540 btg Pipa black steel dia. 21/2" @ Rp - Rp - 0.0281 m2 Plat baja @ Rp - Rp - 1.0000 ls Perlengkapan @ Rp - Rp - 0.8263 m2 Cat besi @ Rp - Rp - 1.0000 org/hr Tukang besi @ Rp 100,000.00 Rp 100,000.00 0.5000 org/hr Tukang las @ Rp 100,000.00 Rp 50,000.00 1.2000 org/hr Pekerja @ Rp 65,000.00 Rp 78,000.00 0.6000 m2 Upah cat @ Rp 191,500.00 Rp 114,900.00



DAFTAR ANALISA

R. Analisa Biaya Pekerjaan Pintu dan JendelaR. 1 Mengerjakan 1 unit pintu type P2J2

0.120 m3 Kusen kayu @ Rp 12,641,000.00 Rp 1,512,179.63 3.465 m2 Daun pintu panil @ Rp 453,300.00 Rp 1,570,584.77 1.343 m2 Pasangan kaca 5 mm @ Rp 18,352.50 Rp 24,643.19 2.233 m2 Bingkai jendela kaca @ Rp 453,300.00 Rp 1,012,179.01 1.000 psg Lockcase @ Rp - Rp - 1.000 psg Handle pintu @ Rp - Rp - 6.000 bh Engsel pintu @ Rp - Rp - 8.000 bh Engsel jendela @ Rp - Rp - 4.000 bh Grendel jendela @ Rp - Rp - 1.000 set Expanyolet @ Rp - Rp - 6.000 bh Angker/fisher @ Rp - Rp -

17.195 m2 Cat kayu duco @ Rp 151,750.00 Rp 2,609,399.52 1.000 ls Upah pasang @ Rp - Rp -

Jumlah Harga Satuan Bahan Rp 6,728,986.12 Jumlah Harga Satuan Upah Rp -


R. 2 Mengerjakan 1 unit pintu type P2b0.042 m3 Kusen kayu @ Rp 12,641,000.00 Rp 531,870.08 2.442 m2 Daun pintu panil @ Rp 453,300.00 Rp 1,106,958.60 1.000 psg Lockcase + handle pintu @ Rp - Rp - 6.000 bh Engsel pintu @ Rp - Rp - 1.000 set Expanyolet @ Rp - Rp - 6.000 bh Angker/fisher @ Rp - Rp - 6.924 m2 Cat kayu duco @ Rp 151,750.00 Rp 1,050,717.00 1.000 ls Upah pasang @ Rp - Rp -



R. 3 Mengerjakan 1 unit pintu type P2c0.047 m3 Kusen kayu @ Rp 12,641,000.00 Rp 594,443.03 3.157 m2 Daun pintu panil @ Rp 453,300.00 Rp 1,431,068.10 1.000 psg Lockcase + handle pintu @ Rp - Rp - 6.000 bh Engsel pintu @ Rp - Rp - 1.000 set Expanyolet @ Rp - Rp - 6.000 bh Angker/fisher @ Rp - Rp - 8.594 m2 Cat kayu duco @ Rp 151,750.00 Rp 1,304,139.50 1.000 ls Upah pasang @ Rp - Rp -



R. 4 Mengerjakan 1 unit pintu type P1a (partisi)9.460 m' Kusen aluminium @ Rp - Rp - 4.620 m' Tiang bingkai pintu @ Rp - Rp - 1.045 m' Bingkai atas @ Rp - Rp - 1.045 m' Bingkai bawah @ Rp - Rp - 1.568 m2 Pasangan kaca, t = 6 mm @ Rp 20,183.50 Rp 31,637.64 0.982 m2 Pasangan kaca, t = 5 mm @ Rp 18,352.50 Rp 18,017.57 1.000 psg Lockcase @ Rp - Rp - 1.000 psg Handle pintu type Pull handle @ Rp - Rp - 3.000 bh Engsel pintu @ Rp - Rp -

20.591 m' Karet/sealant @ Rp - Rp - 6.000 bh Angker/fisher @ Rp - Rp - 1.000 ls Upah pasang @ Rp - Rp -

Jumlah Harga Satuan Bahan Rp 49,655.20 Jumlah Harga Satuan Upah Rp -


R. 5 Mengerjakan 1 unit pintu type P1b0.041 m3 Kusen kayu @ Rp 12,641,000.00 Rp 521,441.25

DAFTAR ANALISA1.722 m2 Daun pintu panil @ Rp 453,300.00 Rp 780,582.60 1.000 psg Lockcase @ Rp - Rp - 1.000 psg Handle pintu @ Rp - Rp - 1.000 bh Grendel pintu @ Rp - Rp - 3.000 bh Engsel pintu @ Rp - Rp - 6.000 bh Angker/fisher @ Rp - Rp - 5.444 m2 Cat kayu duco @ Rp 151,750.00 Rp 826,127.00 1.000 ls Upah pasang @ Rp - Rp -



R. 6 Mengerjakan 1 unit pintu type P1c0.042 m3 Kusen kayu @ Rp 12,641,000.00 Rp 531,870.08 1.439 m2 Daun pintu panil @ Rp 453,300.00 Rp 652,307.77 1.000 psg Lockcase @ Rp - Rp - 1.000 psg Handle pintu @ Rp - Rp - 1.000 bh Grendel pintu @ Rp - Rp - 3.000 bh Engsel pintu @ Rp - Rp - 6.000 bh Angker/fisher @ Rp - Rp - 4.918 m2 Cat kayu duco @ Rp 151,750.00 Rp 746,312.57 1.000 ls Upah pasang @ Rp - Rp -



R. 7 Mengerjakan 1 unit pintu type J4a0.142 m3 Kusen kayu @ Rp 12,641,000.00 Rp 1,793,757.90 4.466 m2 Daun jendela bingkai kaca @ Rp 453,300.00 Rp 2,024,437.80 5.325 m2 Kaca bening 5 mm @ Rp 18,352.50 Rp 97,724.86

16.000 psg Hak angin @ Rp - Rp - 8.000 psg Grendel jendela @ Rp - Rp -

16.000 bh Engsel jendela @ Rp - Rp - 4.000 bh Angker/fisher @ Rp - Rp -

15.812 m2 Cat kayu duco @ Rp 151,750.00 Rp 2,399,471.00 1.000 ls Upah pasang @ Rp - Rp -



R. 8 Mengerjakan 1 unit pintu type J4b0.085 m3 Kusen kayu @ Rp 12,641,000.00 Rp 1,074,168.98 2.156 m2 Daun jendela bingkai kaca @ Rp 453,300.00 Rp 977,314.80 1.283 m2 Kaca bening 5 mm @ Rp 18,352.50 Rp 23,546.99 8.000 psg Hak angin @ Rp - Rp - 4.000 psg Grendel jendela @ Rp - Rp - 8.000 bh Engsel jendela @ Rp - Rp - 4.000 bh Angker/fisher @ Rp - Rp - 6.686 m2 Cat kayu duco @ Rp 151,750.00 Rp 1,014,612.64 1.000 ls Upah pasang @ Rp - Rp -



R. 9 Mengerjakan 1 unit pintu type J30.050 m3 Kusen kayu @ Rp 12,641,000.00 Rp 625,729.50 0.924 m2 Daun jendela bingkai kaca @ Rp 453,300.00 Rp 418,849.20 0.428 m2 Kaca bening 5 mm @ Rp 18,352.50 Rp 7,855.05 6.000 psg Hak angin @ Rp - Rp - 3.000 psg Grendel jendela @ Rp - Rp - 6.000 bh Engsel jendela @ Rp - Rp - 4.000 bh Angker/fisher @ Rp - Rp - 4.248 m2 Cat kayu duco @ Rp 151,750.00 Rp 644,634.00 1.000 ls Upah pasang @ Rp - Rp -

Jumlah Harga Satuan Bahan Rp 1,697,067.75

DAFTAR ANALISAJumlah Harga Satuan Upah Rp -


R. 10 Mengerjakan 1 unit pintu type J10.022 m3 Kusen kayu @ Rp 12,641,000.00 Rp 281,578.28 0.347 m2 Daun jendela bingkai kaca @ Rp 453,300.00 Rp 157,068.45 0.172 m2 Kaca bening 5 mm @ Rp 18,352.50 Rp 3,161.40 2.000 psg Hak angin @ Rp - Rp - 1.000 psg Grendel jendela @ Rp - Rp - 2.000 bh Engsel jendela @ Rp - Rp - 4.000 bh Angker/fisher @ Rp - Rp - 1.773 m2 Cat kayu duco @ Rp 151,750.00 Rp 269,052.75 1.000 ls Upah pasang @ Rp - Rp -

Jumlah Harga Satuan Bahan Rp 710,860.88 Jumlah Harga Satuan Upah Rp -


R. 11 Mengerjakan 1 unit Ventilasi atap0.073 m3 Kusen kayu @ Rp 12,641,000.00 Rp 922,951.01 1.430 m2 Jalusi miring @ Rp 809,150.00 Rp 1,156,760.84 4.000 bh Angker/fisher @ Rp - Rp - 6.399 m2 Cat kayu duco @ Rp 151,750.00 Rp 971,078.60 1.000 ls Upah pasang @ Rp - Rp -



P. Analisa Biaya Pekerjaan PartisiP. 1 Mengerjakan 1 m2 rangka dinding partisi

1.881 btg Wall Stud 76, 0,45 mm @ Rp - Rp - 0.726 btg Wall Track 76, 0,45 mm @ Rp - Rp - 0.040 dos Skrup @ Rp - Rp -

0.2560 org Tukang @ Rp 100,000.00 Rp 25,600.00 0.2460 org Pekerja @ Rp 65,000.00 Rp 15,990.00 0.0250 org Mandor @ Rp 170,000.00 Rp 4,250.00



P. 2 1 M2 Memasang partisi gypsumboard0.4320 lbr Gypsumboard 9 mm @ Rp - Rp - 0.0400 dos Drywall Screw @ Rp - Rp - 0.0340 zak Cornice Adhesive @ Rp - Rp - 0.0520 roll Catton Tape @ Rp - Rp - 0.1000 org/hr Tukang @ Rp 100,000.00 Rp 10,000.00 0.1000 org/hr Pekerja @ Rp 65,000.00 Rp 6,500.00 0.0250 org/hr Mandor @ Rp 170,000.00 Rp 4,250.00



P. 3 1 M1 Memasang les partisi kalsiplank0.3667 lbr Kalsiplank (8,00X200X3000) mm @ Rp - Rp - 0.0250 dos Drywall Screw @ Rp - Rp - 0.0500 org/hr Tukang @ Rp 100,000.00 Rp 5,000.00 0.0500 org/hr Pekerja @ Rp 65,000.00 Rp 3,250.00 0.0100 org/hr Mandor @ Rp 170,000.00 Rp 1,700.00



P. 4 Mengerjakan 1 unit pintu + ventilasi type PT217.875 m' Kusen aluminium @ Rp - Rp -

4.730 m' Tiang bingkai pintu @ Rp - Rp - 0.935 m' Bingkai atas @ Rp - Rp -

DAFTAR ANALISA0.935 m' Bingkai bawah @ Rp - Rp - 1.435 m2 Pasangan kaca 6 mm @ Rp - Rp - 3.496 m2 Pasangan kaca 5 mm @ Rp - Rp - 1.000 psg Lockcase @ Rp - Rp - 1.000 psg Handle pintu type Pull handle @ Rp - Rp - 3.000 bh Engsel pintu @ Rp - Rp -


Jumlah Harga Satuan Bahan Rp - Jumlah Harga Satuan Upah Rp -

Jumlah Harga Bahan + Upah Rp -


4.730 m' Tiang bingkai pintu @ Rp - Rp - 0.935 m' Bingkai atas @ Rp - Rp - 0.935 m' Bingkai bawah @ Rp - Rp - 1.435 m2 Pasangan kaca 6 mm @ Rp - Rp - 6.879 m2 Pasangan kaca 5 mm @ Rp - Rp - 1.000 psg Lockcase @ Rp - Rp - 1.000 psg Handle pintu type Pull handle @ Rp - Rp - 3.000 bh Engsel pintu @ Rp - Rp -





4.730 m' Tiang bingkai pintu @ Rp - Rp - 0.935 m' Bingkai atas @ Rp - Rp - 0.935 m' Bingkai bawah @ Rp - Rp - 1.435 m2 Pasangan kaca 6 mm @ Rp - Rp - 3.784 m2 Pasangan kaca 5 mm @ Rp - Rp - 1.000 psg Lockcase @ Rp - Rp - 1.000 psg Handle pintu type Pull handle @ Rp - Rp - 3.000 bh Engsel pintu @ Rp - Rp -




P. 7 Mengerjakan 1 unit pintu + ventilasi type PT79.460 m' Kusen aluminium @ Rp - Rp - 4.620 m' Tiang bingkai pintu @ Rp - Rp - 0.935 m' Bingkai atas @ Rp - Rp - 0.935 m' Bingkai bawah @ Rp - Rp - 1.472 m2 Pasangan kaca 6 mm @ Rp - Rp - 1.120 m2 Pasangan kaca 5 mm @ Rp - Rp - 1.000 psg Lockcase @ Rp - Rp - 1.000 psg Handle pintu type Pull handle @ Rp - Rp - 3.000 bh Engsel pintu @ Rp - Rp -




BILLING of QUANTITY (BoQ)

Proyek : Pembangunan Gedung B Fakultas Kehutanan Universitas HasanuddinPekerjaan : Pembangunan Gedung B Fakultas Kehutanan Universitas HasanuddinLokasi : Jl. Perintis Kemerdekaan UNHAST.A : 2011

No. URAIAN VOL. SAT. HARGA SATUAN JUMLAH HARGA

I PEKERJAAN PENDAHULUAN

1.1 Papan nama proyek 1.00 ls Rp - Rp -

1.2 Pemasangan bouplank 46.00 m' Rp 64,770.00 Rp 2,979,420.00

1.3 Pengukuran kembali 1.00 ls Rp - Rp -

1.4 Pembuatan direksi keet dan gudang bahan 12.00 Rp 1,118,000.00 Rp 13,416,000.00

1.5 Izin Mendirikan Bangunan (IMB) 1,032.55 Rp - Rp -

1.6 Pagar proyek 140.18 m' Rp 268,160.00 Rp 37,590,420.36

1.7 Air dan listrik kerja 1.00 ls Rp - Rp -

1.8 Administrasi proyek / Asbuild Drawing 1.00 ls Rp - Rp -

Jumlah Rp 53,985,840.36

Sub Total I Rp 53,985,840.36

II PEKERJAAN STRUKTUR

2.1. Pondasi

2.1.1 Pondasi syclop

2.1.1.1 Galian tanah 27.32 Rp 32,800.00 Rp 896,030.40

2.1.1.2 Urugan tanah kembali 13.66 Rp 15,710.00 Rp 214,582.89

2.1.1.3 Pondasi sumuran 24.00 ttk Rp 2,053,182.42 Rp 49,276,378.09

2.1.2 Pile cap K. 300

2.1.2.1 Galian Tanah untuk filecap 14.28 Rp 43,030.00 Rp 614,468.40

2.1.2.2 Pile cap type P1, K.300, besi 183,42 kg/m3 13.61 Rp 3,062,146.75 Rp 41,669,692.97

2.1.2.2 Pondasi type P2, K.300, besi 290,16 kg/m3 6.05 Rp 3,165,822.70 Rp 19,146,895.69

2.1.4 Pondasi tangga

2.1.4.1 Pondasi tangga, K.300, besi 180 kg/m3 0.48 Rp 3,608,780.00 Rp 1,734,740.55

2.1.5 Pondasi Batu Gunung

2.1.5.1 Galian Tanah 58.80 Rp 32,800.00 Rp 1,928,748.24

2.1.5.2 Urugan Tanah Kembali 28.37 Rp 15,710.00 Rp 445,642.43

2.1.5.3 Urugan Pasir 7.08 Rp 129,200.00 Rp 914,929.80

2.1.5.4 Pasangan Batu Kosong 16.38 Rp 273,180.00 Rp 4,475,507.94

2.1.5.5 Pasangan Batu Gunung 56.15 Rp 585,550.00 Rp 32,877,790.77

2.1.5.6 Pasangan rolag bata 1:3, tebal 1 bt 27.92 Rp 194,105.00 Rp 5,419,411.60

Jumlah Rp 159,614,819.77

2.2 Sloef

2.2.1 Rabat beton bawah sloef 4.18 Rp 701,800.00 Rp 2,933,411.71

2.2.2 Urugan pasir 5.97 Rp 129,200.00 Rp 771,479.04

2.2.3 S1 (30X60), K. 300, besi 159,49 kg/m3 9.87 Rp 3,809,014.79 Rp 37,599,546.80

2.2.4 S2 (30X45), K. 300, besi 159,59 kg/m3 19.47 Rp 3,810,111.89 Rp 74,171,448.16

2.2.5 Sp (15X20), K. 1:2:3, besi 165,49 kg/m3 0.67 Rp 3,801,812.00 Rp 2,539,990.60

Jumlah Rp 118,015,876.31

2.3 Kolom

2.3.1 Kolom Lt. 01

2.3.1.1 K1 (60X60), K.300, besi 214,41 kg/m3 22.03 Rp 5,348,339.49 Rp 117,834,615.61

2.3.1.2 K2 (30X30), K.300, besi 220,48 kg/m3 4.80 Rp 5,414,933.46 Rp 25,981,283.93

2.3.1.3 Kp (13X13), K.1:2:3, besi 333,59 kg/m3 2.05 Rp 5,173,218.19 Rp 10,591,233.06

2.3.2 Kolom Lt. 02 dan top floor

2.3.2.1 K1 (60X60), K.300, besi 214,41 kg/m3 17.28 Rp 5,348,339.49 Rp 92,419,306.36

2.3.2.2 K2 (30X30), K.300, besi 220,48 kg/m3 4.95 Rp 5,414,933.46 Rp 26,830,345.49

2.3.2.3 Kp (13X13), K.1:2:3, besi 333,59 kg/m3 2.92 Rp 5,173,218.19 Rp 15,118,212.83

m2

m2

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3


Jumlah Rp 288,774,997.28


2.4 Balok

2.4.1 Ringbalok, elev. +2,10 TOC

2.4.1.1 Ringbalok type RBp, K.1:2:3 0.19 Rp 4,358,810.05 Rp 834,276.24

2.4.1 Balok Lantai , Elev. +4,00 TOC

2.4.1.1 Balok B1 (50X80), K.300, besi 153,62 kg/m3 23.04 Rp 4,534,396.56 Rp 104,472,496.70

2.4.1.2 Balok B1a (50X60), K.300, besi 153,62 kg/m3 6.90 Rp 4,534,396.56 Rp 31,287,336.25










2.4.3.1 Ringbalok type RBp, K.1:2:3 0.19 Rp 4,358,810.05 Rp 834,276.24

2.4.4 Balok, Elev. + 8,10 TOC



2.4.4.3 Ringbalok RB(30X50), K.300, besi 144,46 kg/m3 14.28 Rp 4,433,902.20 Rp 63,316,123.39





2.4.6.1 Ringbalok type RBp, K.1:2:3 0.61 Rp 4,358,810.05 Rp 2,667,591.75

2.4.7 Balok Miring, Elev. + 9,60 TOC s/d +11,50 TOC




Jumlah Rp 522,996,316.22

2.5 Pekerjaan Plat

2.5.1 Plat lantai elev. +4,00 TOC, besi 115 kg/m3 33.28 Rp 4,075,936.67 Rp 135,640,161.66

2.5.2 Plat atap elev. +8,00 TOC, besi 110 kg/m3 8.22 Rp 4,075,936.67 Rp 33,509,775.28

2.5.3 Plat atap dan tangga elev. +9,60 TOC, besi 110 kg/m3 0.90 Rp 4,075,936.67 Rp 3,672,011.34

2.5.4 Plat atap dan tangga elev. +9,60 s/d 11,50 TOC, besi 110 kg/m3 1.73 Rp 4,075,936.67 Rp 7,043,218.56

2.5.5 Plat atap dan tangga elev. +11,50 TOC, besi 110 kg/m3 1.53 Rp 4,075,936.67 Rp 6,247,188.13

2.5.6 Plat meja beton 1.08 Rp 1,736,095.00 Rp 1,877,048.55

Jumlah Rp 187,989,403.52

2.6 Pekerjaan Tangga

2.6.1 Plat dan balok tangga, K. 300, besi 139 kg/m3 5.44 Rp 4,411,830.00 Rp 24,015,015.71

Jumlah Rp 24,015,015.71

2.7 Pekerjaan Rangka Atap

2.7.1 Rangka Atap Utama

2.7.1.1 Rangka atap baja ringan 652.47 Rp - Rp -

2.7.1.2 Lapisan bawah atap (multipleks + glasswool + alum. foil) 652.47 Rp 19,840.00 Rp 12,945,099.80

2.7.2 Rangka Atap Sunscreen

2.7.2.1 Pipa black steel dia. 2" penggantung atap sunscreen 432.90 Rp 28,400.00 Rp 12,294,360.00

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m2

m2

m1


2.7.2.2 Besi hollow 30X60X1,8 mm 933.36 Rp 15,175.00 Rp 14,163,753.18

2.7.2.3 Plat besi, t=10 mm 2.41 Rp 31,950.00 Rp 76,839.75

2.7.2.4 Mour baut, dia. 14 mm 740.00 bh Rp - Rp -

2.7.2.5 Paku skrup 1.00 ls Rp - Rp -

Jumlah Rp 39,480,052.73

Sub Total II Rp 1,340,886,481.54 III PEKERJAAN ARSITEKTUR

3.1. Pekerjaan Lantai3.1.1 Lantai 01

3.1.1.1 Urugan sirtu peninggian elev. Lantai 408.85 Rp 140,500.00 Rp 57,443,205.82 3.1.1.2 Urugan pasir bawah lantai 146.02 Rp 129,200.00 Rp 18,865,435.16 3.1.1.3 Rabat beton, t= 7 cm 36.52 Rp 701,800.00 Rp 25,627,147.76 3.1.1.4 Pasangan lantai 40X40 (polish/warna terang) 334.83 Rp 109,420.00 Rp 36,637,481.57 3.1.1.5 Pasangan lantai 40X40 (unpolish/warna terang) 156.85 Rp 109,420.00 Rp 17,161,979.90 3.1.1.6 Pasangan lantai 30X30 (rustic/warna terang) 29.98 Rp 109,420.00 Rp 3,280,750.80

area lavatory3.1.1.7 Naat delatasi lantai (silicone) 45.60 Rp 16,775.00 Rp 764,940.00

3.1.2 Lantai 023.1.2.2 Pekerjaan waterproofing bawah lantai lavatory 28.61 Rp 86,250.00 Rp 2,467,448.63 3.1.2.3 Urugan pasir bawah lantai, t = 2 cm 8.58 Rp 129,200.00 Rp 1,108,327.99 3.1.2.4 Pasangan lantai 40X40 (polish/warna terang) 334.78 Rp 109,420.00 Rp 36,632,152.82

Pasangan lantai 40X40 (unpolish/warna terang) 132.27 Rp 109,420.00 Rp 14,472,873.98 3.1.2.6 Pasangan lantai 30X30 (rustic/warna terang) 28.61 Rp 109,420.00 Rp 3,130,298.30

area lavatory3.1.1.7 Naat delatasi lantai (silicone) 45.60 Rp 16,775.00 Rp 764,940.00

3.1.3 Top Floor3.1.3.1 Pasangan lantai 40X40 (unpolish/warna terang) 58.82 Rp 109,420.00 Rp 6,435,690.49 3.1.3.2 Pekerjaan finishing dak beton ( waterproofing + 34.68 Rp 128,904.00 Rp 4,470,390.72

membrane + secred)

3.1.4 TanggaPasangan tegel tangga, termasuk pengerjaan stepnossing guratpada lantai tangga3.1.4.1 Pasangan tegel 30X40 (polish/gelap) 25.73 Rp 109,420.00 Rp 2,815,387.54 3.1.4.2 Pasangan tegel 20X40 (polish/gelap) 17.90 Rp 109,420.00 Rp 1,958,530.46 3.1.4.3 Pasangan tegel 40X40 (polish/gelap), bordes 12.66 Rp 109,420.00 Rp 1,385,366.62 3.1.4.4 Plint lantai pada dinding tangga 17.51 Rp 55,704.00 Rp 975,488.45 3.1.4.5 Pekerjaan tali air di atas plint dinding, kedalaman 1/2 cm 17.51 Rp 5,170.00 Rp 90,537.04

Jumlah Rp 236,488,374.05 3.2 Pekerjaan dinding dan pelapis dinding

3.2.1 Lantai 013.2.2.1 Pasangan dinding batu bata 1/2 bt camp.1:5 471.73 Rp 87,834.00 Rp 41,434,093.73 3.2.2.2 Pasangan dinding batu bata 1/2 bt camp. 1:3 52.41 Rp 93,331.00 Rp 4,891,911.51 3.2.2.3 Plesteran dinding 1 : 5 943.46 Rp 40,206.00 Rp 37,932,900.07 3.2.2.4 Plesteran dinding 1 : 3 104.83 Rp 42,654.00 Rp 4,471,388.79 3.2.2.5 Plesteran beton 1 : 3 530.03 Rp 42,654.00 Rp 22,607,782.32 3.2.2.6 Acian dengan Primecoat interior 761.58 Rp 42,654.00 Rp 32,484,449.53 3.2.2.7 Acian dengan Primecoat eksterior 816.74 Rp 11,997.50 Rp 9,798,836.11 3.2.2.8 Pas. tegel dinding kamar mandi 30X30 cm (polish/terang) 80.43 Rp 109,650.00 Rp 8,819,149.50 3.2.2.9 Pasangan tegel plint dinding 10X40 (polish/gelap) 147.95 Rp 55,704.00 Rp 8,241,406.80 3.2.2.10 Pekerjaan tali air di atas pasangan tegel plint dinding, 147.95 Rp 5,170.00 Rp 764,901.50

kedalaman 1/2 cm

3.2.3 Lantai 02 dan Atap3.2.3.1 Pasangan dinding batu bata 1/2 bt camp.1:5 489.97 Rp 87,834.00 Rp 43,036,107.10 3.2.3.2 Pasangan dinding batu bata 1/2 bt camp. 1:3 54.44 Rp 93,331.00 Rp 5,081,053.04 3.2.3.3 Plesteran dinding 1 : 5 979.94 Rp 40,206.00 Rp 39,399,542.83 3.2.3.4 Plesteran dinding 1 : 3 485.35 Rp 42,654.00 Rp 20,702,218.28 3.2.3.5 Plesteran beton 1 : 3 376.47 Rp 42,654.00 Rp 16,057,947.11

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3.2.3.6 Acian dengan Primecoat interior 1,465.29 Rp 11,997.50 Rp 17,579,867.16 Acian dengan Primecoat eksterior

3.2.3.7 Pas. tegel dinding kamar mandi 30X30 cm (polish/terang) 80.43 Rp 109,650.00 Rp 8,819,149.50 3.2.3.8 Pasangan tegel plint dinding 10X40 (polish/gelap) 280.95 Rp 55,704.00 Rp 15,650,038.80 3.2.3.9 Pekerjaan tali air di atas pasangan tegel plint dinding, 280.95 Rp 5,170.00 Rp 1,452,511.50

kedalaman 1/2 cm

Jumlah Rp 339,225,255.20 3.3 Pekerjaan Plafond

3.3.1 Lantai 013.3.1.1 Rangka plafond metal furing 363.21 Rp 45,840.00 Rp 16,649,367.62 3.3.1.2 Penutup plafond gypsumboard, t=9 mm 333.87 Rp 28,470.00 Rp 9,505,378.55 3.3.1.2 Penutup plafond kalsiboard, t=6 mm 29.33 Rp 28,470.00 Rp 835,099.12 3.3.1.3 Lis plafond gypsumboard 197.64 Rp 2,155.00 Rp 425,914.20

3.3.2 Lantai 023.3.2.1 Rangka plafond metal furing 529.29 Rp 45,840.00 Rp 24,262,520.66 3.3.2.2 Penutup plafond gypsumboard, t=9 mm 335.24 Rp 28,470.00 Rp 9,544,240.10 3.3.1.2 Penutup plafond kalsiboard, t=6 mm 194.05 Rp 28,470.00 Rp 5,524,563.64 3.3.2.3 Lis plafond gypsumboard 418.16 Rp 2,155.00 Rp 901,134.80

Jumlah Rp 67,648,218.69 3.4 Pekerjaan Dinding Partisi

3.4.1 Lantai 013.4.1.1 Rangka dinding partisi rangka metal 64.88 Rp 45,840.00 Rp 2,974,076.28 3.4.1.2 Dinding partisi gypsumboard, t = 9 mm 64.88 Rp 20,750.00 Rp 1,346,249.62 3.4.1.3 Lis dinding partisi, woodplank 45.30 Rp 9,950.00 Rp 450,735.00 3.4.1.4 Pekerjaan Pintu dan ventilasi partisi, meliputi pekerjaan

kusen, daun pintu, pemasangan kaca, pemasangankunci dan penggantung serta pemasangan aksesorieslainnya3.4.1.4.1 Pintu dan Ventilasi type PT2 1.00 unit Rp - Rp - 3.4.1.4.2 Pintu dan Ventilasi type PT3 1.00 unit Rp - Rp -

3.4.2 Lantai 023.4.2.1 Rangka dinding partisi rangka metal 260.25 Rp 45,840.00 Rp 11,929,630.80 3.4.2.2 Dinding partisi gypsumboard, t = 9 mm 260.25 Rp 20,750.00 Rp 5,400,083.75 3.4.2.3 Lis dinding partisi, woodplank 180.62 Rp 9,950.00 Rp 1,797,169.00 3.4.1.4 Pekerjaan Pintu dan ventilasi partisi, meliputi pekerjaan

kusen, daun pintu, pemasangan kaca, pemasangankunci dan penggantung serta pemasangan aksesorieslainnya3.4.1.4.1 Pintu dan Ventilasi type PT5 12.00 unit Rp - Rp - 3.4.1.4.2 Pintu dan Ventilasi type PT7 6.00 unit Rp - Rp -

Jumlah Rp 23,897,944.46 3.5 Pekerjaan Kusen, Daun Pintu dan Daun Jendela

Pekerjaan ini meliputi pekerjaan kusen, daun pintu dan daun jendela lengkap dengan kunci dan penggantung

3.5.1 Lantai 013.5.1.1 Type P2J2 5.00 unit Rp 6,728,986.12 Rp 33,644,930.59 3.5.1.2 Type P2b 1.00 unit Rp 2,689,545.68 Rp 2,689,545.68 3.5.1.3 Type P1b 2.00 unit Rp 2,128,150.85 Rp 4,256,301.70 3.5.1.4 Type P1c 4.00 unit Rp 1,930,490.41 Rp 7,721,961.64 3.5.1.5 Type J4a 5.00 unit Rp 3,089,643.41 Rp 15,448,217.03 3.5.1.6 Type J4b 10.00 unit Rp 6,315,391.56 Rp 63,153,915.60 3.5.1.7 Type J3 1.00 unit Rp 1,697,067.75 Rp 1,697,067.75 3.5.1.8 Type J1 2.00 unit Rp 710,860.88 Rp 1,421,721.75 3.5.1.9 Pekerjaan tali air pada tepi kusen 444.80 m' Rp 5,170.00 Rp 2,299,616.00

3.5.2 Lantai 023.5.2.1 Type P2J2 5.00 unit Rp 6,728,986.12 Rp 33,644,930.59 3.5.2.2 Type P2b 1.00 unit Rp 2,689,545.68 Rp 2,689,545.68 3.5.2.3 Type P1b 2.00 unit Rp 2,128,150.85 Rp 4,256,301.70 3.5.2.4 Type P1c 4.00 unit Rp 1,930,490.41 Rp 7,721,961.64 3.5.2.5 Type J4a 5.00 unit Rp 3,089,643.41 Rp 15,448,217.03 3.5.2.6 Type J4b 10.00 unit Rp 6,315,391.56 Rp 63,153,915.60

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3.5.2.7 Type J3 1.00 unit Rp 1,697,067.75 Rp 1,697,067.75 3.5.2.8 Type J1 2.00 unit Rp 710,860.88 Rp 1,421,721.75 3.5.2.9 Type Ventilasi Atap 2.00 unit Rp 3,050,790.45 Rp 6,101,580.91 3.5.2.10 Pekerjaan tali air pada tepi kusen 444.80 m' Rp 5,170.00 Rp 2,299,616.00

3.5.3 Lantai top floor3.5.3.1 Type P2c 1.00 unit Rp 3,329,650.63 Rp 3,329,650.63

Jumlah Rp 274,097,787.02 3.6 Pekerjaan finishing Atap

3.6.1 Atap genteng metal tekstur 1,000.58 Rp 24,840.00 Rp 24,854,429.52 3.6.2 Lisplank uk. 2X20 cm (atap utama) 163.20 Rp 27,650.00 Rp 4,512,480.00 3.6.3 Lisplank uk. 1X20 cm (atap sunscreen) 245.52 Rp 27,650.00 Rp 6,788,628.00 3.6.4 Bubungan 86.75 Rp 15,175.00 Rp 1,316,431.25 3.6.5 Talang air + penggantung 102.40 m1 Rp 27,970.00 Rp 2,864,128.00

Jumlah Rp 40,336,096.77 3.7 Pekerjaan Pengecatan

3.7.1 Lantai 013.7.1.1 Pekerjan cat dinding interior 761.58 Rp 18,355.00 Rp 13,978,807.87 3.7.1.2 Pekerjan cat dinding eksterior 816.74 Rp 18,355.00 Rp 14,991,259.58 3.7.1.3 Pekerjan cat dinding partisi 129.76 Rp 18,355.00 Rp 2,381,726.45 3.7.1.4 Pekerjan cat plafond 363.21 Rp 42,654.00 Rp 15,492,192.99

3.7.2 Lantai 023.7.2.1 Pekerjan cat dinding interior 857.98 Rp 18,355.00 Rp 15,748,262.36 3.7.2.2 Pekerjan cat dinding eksterior 1234.45 Rp 18,355.00 Rp 22,658,367.38 3.7.2.3 Pekerjan cat dinding partisi 520.49 Rp 18,355.00 Rp 9,553,593.95 3.7.2.4 Pekerjan cat plafond 529.29 Rp 42,654.00 Rp 22,576,211.96 3.7.2.5 Pekerjan lesplank 228.77 Rp 6,775.00 Rp 1,549,903.20

Jumlah Rp 118,930,325.74 3.7 Pekerjaan Lain-lain

3.7.2 Railing tangga 17.51 Rp 342,900.00 Rp 6,004,864.80 3.7.3 Railing balkon 61.58 Rp 342,900.00 Rp 21,115,782.00

Jumlah Rp 27,120,646.80 Sub Total III Rp 1,127,744,648.73

IV PEKERJAAN MEKANIKAL ELEKTRIKAL (ME)4.1 Pekerjaan Panel, kabel tofoer, feeder

4.1.1 Panel Utama4.1.1.1 Panel MDP, 80X120 cm2 1.00 unit Rp - Rp -

4.1.1 Lantai 014.1.1.1 Panel

4.1.1.1.1 Panel utama PP-01, 60X80 cm2 1.00 unit Rp - Rp - 4.1.1.1.2 Panel PP-AC-01 lantai 01 1.00 unit Rp - Rp -

4.1.1.2 Panel dan instalasi4.1.1.2.1 NYFGbY 4X120mm2 dari panel ATS/AMF ke

KWH meter PLN 20.00 Rp - Rp - 4.1.1.2.2 NYFGbY 4X50 mm2 dari panel ATS/AMF ke MDP

(MCCB penerangan dan power) 35.00 Rp - Rp - 4.1.1.2.3 NYFGbY 4X50 mm2 dari panel ATS/AMF ke MDP

(MCCB AC) 35.00 Rp - Rp - 4.1.1.2.4 NYFGbY 4X16 mm2 dari panel MDP ke

PP. Penerangan 3.00 Rp - Rp - 4.1.1.2.5 NYFGbY 4X16 mm2 dari panel MDP ke PP.AC 3.00 Rp - Rp - 4.1.1.2.6 Kabel NYY 4X25 mm2 dari 5.00 Rp - Rp -

panel Lt. 01 ke panel Lt. 024.1.1.2.7 Cable tray lb.300 mm 62.40 Rp - Rp - 4.1.1.2.8 Pemasangan instalasi penerangan dan stop kontak 46.00 titik Rp - Rp - 4.1.1.2.9 Pemasangan Intalasi AC 8.00 titik Rp - Rp -

4.1.2 Lantai 024.1.2.1 Panel

4.1.2.1.1 Panel utama PP-02, 60X80 cm2 1.00 unit Rp - Rp -

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4.1.2.1.2 Panel PP-AC-02 lantai 02 1.00 unit Rp - Rp -

4.1.2.2 Panel dan instalasi4.1.2.2.1 NYFGbY 4X16 mm2 dari panel MDP ke

PP. Penerangan 10.00 Rp - Rp - 4.1.2.2.2 NYFGbY 4X16 mm2 dari panel MDP ke PP.AC 10.00 Rp - Rp - 4.1.2.2.3 Cable tray lb.300 mm 62.40 m' Rp - Rp - 4.1.2.2.4 Pemasangan instalasi penerangan dan stop kontak 46.00 titik Rp - Rp - 4.1.2.2.5 Pemasangan Intalasi AC 22.00 titik Rp - Rp -

Jumlah Rp - 4.2 Armature

4.2.1 Lantai 014.2.1.1 Lampu RM 300 Gloss 4X18 ALML (M1) 24.00 unit Rp - Rp - 4.2.1.2 Lampu DL RD 150 8.00 unit Rp - Rp - 4.2.1.3 Lampu DL SMD 150 6.00 unit Rp - Rp - 4.2.1.4 Exouse fan 4.00 unit Rp - Rp - 4.2.1.5 Sakelar Seri 17.00 bh Rp - Rp - 4.2.1.6 Stop kontak 8.00 bh Rp - Rp - 4.2.1.7 Testing dan commisioning 1.00 ls Rp - Rp -

Jumlah Rp - 4.2.2 Lantai 02

4.2.2.1 Lampu RM 300 Gloss 4X18 ALML (M1) 24.00 unit Rp - Rp - 4.2.2.2 Lampu DL RD 150 8.00 unit Rp - Rp - 4.2.2.3 Lampu DL SMD 150 6.00 unit Rp - Rp - 4.2.2.4 Exouse fan 4.00 unit Rp - Rp - 4.2.2.5 Sakelar Seri 8.00 bh Rp - Rp - 4.2.2.6 Stop kontak 16.00 bh Rp - Rp - 4.2.2.7 Testing dan commisioning 1.00 ls Rp - Rp -

Jumlah Rp - 4.3 Pekerjaan Pentanahan Netral dan Body

4.3.1 Grounding Box 400X400X400 mm 1.00 bh Rp - Rp - 4.3.2 Grounding Rod GIP 1" (untuk R lebih kecil dari 3 ohm) 2.00 bh Rp - Rp - 4.3.3 Connector test box 1.00 set Rp - Rp - 4.3.4 Termination R. Supporting material 1.00 ls Rp - Rp - 4.3.4 Kabel BC 70 mm2 35.00 m' Rp - Rp - 4.3.4 Material bantu 1.00 ls Rp - Rp - 4.3.4 Biaya instalasi 1.00 ls Rp - Rp -

Jumlah Rp - 4.4 Penangkal Petir Elektrostatis

meliputi : pengadaan dan pemasangan penangkal petir beserta kelengkapannya termasuk assesories, alat bantu dan testing komissioning4.4.1 Obstruction Light 60 Watt 1 unit Rp - Rp - 4.4.2 Kawat Penghantar coaxsial 70mm 25 m' Rp - Rp - 4.4.3 Air Terminal Head R.50M, T=3M 1 unit Rp - Rp - 4.4.4 Tiang Penyangga GSP dia.50 mm2 T=3M 1 bh Rp - Rp - 4.4.5 Grounding sistem BC 70mm Max.0.02 ohm 2 ttk Rp - Rp - 4.4.6 Proses Pengesahan gambar Depnaker RI 1 ls Rp - Rp - 4.4.7 Material bantu dan assesories 1 ls Rp - Rp - 4.4.8 Bak kontrol ( 40cmx40cmx30cm ) 2 bh Rp - Rp -

Jumlah Rp - Sub Total IV Rp -

V PEKERJAAN PLUMBING5.1 Sistem Penyediaan Air Bersih

5.1.1 Lantai 015.1.1.1 Instalasi Perpipaan

5.1.1.1.1 Inst. Air Bersih (PVC.3/4")+ Acc. 53.65 Rp 9,546.00 Rp 512,142.90 5.1.1.1.2 Inst. Air Bersih (PVC.2")+Acc. 8.20 Rp 9,546.00 Rp 78,277.20

5.1.1.2 Plumbing Fixture5.1.1.2.1 Closed duduk 4.00 set Rp 158,200.00 Rp 632,800.00 5.1.1.2.2 Wastafel + Cermin 4.00 bh Rp 271,500.00 Rp 1,086,000.00 5.1.1.2.3 Kitchenk zink 2 mata + kran air 6.00 bh Rp 13,000.00 Rp 78,000.00 5.1.1.2.4 Urinoir type M57 1.00 bh Rp 206,000.00 Rp 206,000.00 5.1.1.2.5 Floor Drain 4.00 bh Rp 13,000.00 Rp 52,000.00 5.1.1.2.6 Kran Air 16.00 bh Rp 13,000.00 Rp 208,000.00

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5.1.1.2.7 Kran Air wastafel 4.00 bh Rp 13,000.00 Rp 52,000.00 5.1.1.2.8 Clean out 4.00 bh Rp 13,000.00 Rp 52,000.00


5.1.2 Lantai 025.1.2.1 Instalasi Perpipaan

5.1.2.1.1 Inst. Air Bersih (PVC.3/4")+ Acc. 17.30 Rp 9,546.00 Rp 165,145.80 5.1.2.1.2 Inst. Air Bersih (PVC.2")+Acc. 8.20 Rp 9,546.00 Rp 78,277.20

5.1.2.2 Plumbing Fixture5.1.2.2.1 Closed duduk 4.00 set Rp 158,200.00 Rp 632,800.00 5.1.2.2.2 Wastafel + Cermin 4.00 bh Rp 271,500.00 Rp 1,086,000.00 5.1.2.2.4 Urinoir type M57 1.00 bh Rp 206,000.00 Rp 206,000.00 5.1.2.2.5 Floor Drain 4.00 bh Rp 13,000.00 Rp 52,000.00 5.1.2.2.6 Kran Air 4.00 bh Rp 13,000.00 Rp 52,000.00 5.1.2.2.7 Kran Air wastafel 4.00 bh Rp 13,000.00 Rp 52,000.00 5.1.2.2.8 Clean out 2.00 bh Rp 13,000.00 Rp 26,000.00

5.1.3 Lantai top floor5.1.3.1 Instalasi Perpipaan

5.1.3.1.1 Inst. Air Bersih (PVC.2")+Acc. 8.20 Rp 9,546.00 Rp 78,277.20

5.1.3.2 Plumbing Fixture5.1.3.2.1 Roof Drain 17.00 bh Rp 13,000.00 Rp 221,000.00

5.1.3.3 Reservoir Atas5.1.3.3.1 Pekerjaan reservoir atas kap. 2 m3 2.00 bh Rp - Rp -

Jumlah Rp 5,606,720.30 5.2 Sistem Air Kotor

5.2.1 Instalasi perpipaan5.2.1.1 Lantai 01

5.1.1.1.1 Inst. Air kotor cair (PVC.3")+ Acc. 53.65 Rp 9,546.00 Rp 512,142.90 5.1.1.1.2 Inst. Air kotor padat (PVC.4")+Acc. 8.20 Rp 9,546.00 Rp 78,277.20

5.2.1.2 Lantai 025.1.1.2.1 Inst. Air kotor cair (PVC.3")+ Acc. 53.65 Rp 9,546.00 Rp 512,142.90 5.1.1.2.2 Inst. Air kotor padat (PVC.4")+Acc. 8.20 Rp 9,546.00 Rp 78,277.20

5.2.1.3 Pipa air hujan5.2.1.3.1 Inst. Air hujan (PVC.4")+Acc. 180.00 Rp 9,546.00 Rp 1,718,280.00

5.2.2 Septiktank 2.00 unit Rp 4,489,316.07 Rp 8,978,632.13

Jumlah Rp 11,877,752.33 5.3 Sistem Drainase Lingkungan

5.3.1 Saluran keliling bangunan (pas. batu bata + buis beton) 141.89 m Rp 168,886.50 Rp 23,963,305.77 5.3.2 Bak kontrol 60X60 cm, tinggi 65 cm 4.00 unit Rp 633,968.80 Rp 2,535,875.20 5.3.3 Pekerjaan rabat beton keliling bangunan

5.3.3.1 Pasangan batu bata 53.36 Rp 194,105.00 Rp 10,357,442.80 5.3.3.2 Rabat beton 1:3:6 9.93 Rp 701,800.00 Rp 6,970,488.14 5.3.3.3 Pekerjaan plesteran 141.89 Rp 87,834.00 Rp 12,462,766.26

Jumlah Rp 56,289,878.17 Sub Total V Rp 73,774,350.80

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REKAPITULASIBILLING of QUANTITY (BOQ)

Proyek : Pembangunan Gedung B Fakultas Kehutanan Universitas HasanuddinPekerjaan : Pembangunan Gedung B Fakultas Kehutanan Universitas HasanuddinLokasi : Jl. Perintis Kemerdekaan UNHASTahun Anggaran : 2011

No. URAIAN JUMLAH HARGA

I PEKERJAAN PENDAHULUAN Rp 53,985,840.36

II PEKERJAAN STRUKTUR Rp 1,340,886,481.54

III PEKERJAAN ARSITEKTUR Rp 1,127,744,648.73

IV PEKERJAAN MEKANIKAL ELEKTRIKAL (ME) Rp -

V PEKERJAAN PLUMBING Rp 73,774,350.80

TOTAL COST Rp 2,596,391,321.43

PPN 10 % Rp 259,639,132.14

TOTAL COST Rp 2,856,030,453.57

DIBULATKAN Rp 2,856,030,000.00

Terbilang

…………………………………………………………………………………………………………..

Makassar, ……………….2011PT./ CV. …………………..

Nama Pimpinan Jabatan Pimpinan

Analisa Boq Ged. b

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