“penjadwalan ulang pelaksanaan struktur pada proyek pembangunan gedung pelayanan dan manajemen 4...

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DAFTAR UPAH PEKERJA

PROYEK PEMBANGUNAN GEDUNG MENEJEMEN 4 LANTAI

RUMAH SAKIT UMUM PROVINSI dr. SOEDONO MADIUN

JALAN Dr. SOETOMO No. 29 MADIUN - JAWA TIMUR

No. URAIAN TENAGA KERJA KOEF. HARGA ( Rp )

VOL SAT. SATUAN JUMLAH

1 Mandor 1.00 O-H 60,000.00 60,000.00

2 Kepala tukang Batu 1.00 O-H 55,000.00 55,000.00

3 Kepala tukang Besi 1.00 O-H 55,000.00 55,000.00

4 Kepala tukang Cat 1.00 O-H 55,000.00 55,000.00

5 Kepala tukang Galian Tanah 1.00 O-H 55,000.00 55,000.00

6 Kepala tukang Kayu 1.00 O-H 55,000.00 55,000.00

7 Kepala tukang Listrik 1.00 O-H 55,000.00 55,000.00

8 Kepala tukang Pipa. 1.00 O-H 55,000.00 55,000.00

9 Tukang Batu 1.00 O-H 52,500.00 52,500.00

10 Tukang Besi 1.00 O-H 52,500.00 52,500.00

11 Tukang Cat / Kapur 1.00 O-H 52,500.00 52,500.00

12 Tukang Gali lumpur 1.00 O-H 52,500.00 52,500.00

13 Tukang Gali tanah 1.00 O-H 52,500.00 52,500.00

14 Tukang Kayu 1.00 O-H 52,500.00 52,500.00

15 Tukang Listrik 1.00 O-H 52,500.00 52,500.00

16 Tukang Pipa 1.00 O-H 52,500.00 52,500.00

17 Tukang Plitur 1.00 O-H 52,500.00 52,500.00

18 Tukang Potong Pohon 1.00 O-H 52,500.00 52,500.00

19 Pekerja Terampil 1.00 O-H 40,000.00 40,000.00

20 Pekerja tak terampil 1.00 O-H 35,000.00 35,000.00

21 Masinis 1.00 O-H 50,000.00 50,000.00

22 Mekanik terampil 1.00 O-H 52,500.00 52,500.00

23 Mekanik Pembantu 1.00 O-H 40,000.00 40,000.00

24 Operator teralatih 1.00 O-H 52,500.00 52,500.00

25 Pemasak aspal 1.00 O-H 40,000.00 40,000.00

26 Pembantu masinis 1.00 O-H 40,000.00 40,000.00

27 Pembantu Operator 1.00 O-H 40,000.00 40,000.00

28 Pengawas 1.00 O-H 55,000.00 55,000.00

29 Pengemudi / sopir 1.00 O-H 52,500.00 52,500.00

30 Penjaga 1.00 O-H 52,500.00 52,500.00

Surabaya, 05 Januari 2011

PT. ANGGREK MERAH

No. JENIS PEKERJAAN SAT.HARGA PLUS HARGA

MATERIAL UPAH

A PEK. BEGISTING

1 Kolom /m2 Rp 75,000.00

2 Balok /m2 Rp 85,000.00

3 Plat Lantai /m2 Rp 80,000.00

4 Poer dan Sloof /m2 Rp 55,000.00

B PEMBESIAN

1 Pabrikasi dan Install /kg Rp 450.00

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C COR BETON

1 Cor Ready mix CP /m3 Rp 25,000.00

2 Cor Ready mix Manual /m3 Rp 75,000.00

3 Cor Set mix /m3 Rp 600,000.00 Rp 80,000.00

D PEKERJAAN ARSITEKTUR

a Pekerjaan Tanah dan Pondasi

1 Pasang Bouwplank /m' Rp 5,000.00

2 Galian Tanah Pondasi /m3

3 Urugan Tanah Kembali /m3 Rp 10,000.00

4 Urugan Pasir /m2 Rp 5,000.00

5 Lantai Kerja /m2 Rp 8,000.00

b Pekerjaan Pasangan

1 Pasang Bata Merah /m2 Rp 50,000.00

2 Plesteran /m2 Rp 27,500.00

3 Acian /m2 Rp 15,000.00

4 Benangan /m' Rp 4,000.00

5 Benangan Sudut /m' Rp 4,000.00

6 Kolom Praktis /m' Rp 25,000.00

7 Balok Latei /m' Rp 25,000.00

c Pekerjaan Keramik

1 Keramik Lantai /m2 Rp 40,000.00

2 Keramik Dinding /m2 Rp 40,000.00

3 Pasang Batu Alam /m2 Rp 40,000.00

4 Pasang Granito 60 x 60 /m2 Rp 42,500.00

d Pekerjaan Sanitasi

1 Pas. Kloset Duduk /bh Rp 100,000.00

2 Pas. Kloset Jongkok /bh Rp 100,000.00

3 Pas. Wastafel /bh Rp 100,000.00

4 Pas. Bak Fiber /bh Rp 100,000.00

e Pekerjaan Pengecatan

1 Cat Tembok Luar /m2 Rp 20,000.00

2 Cat Tembok Dalam /m2 Rp 10,000.00

3 Cat Kayu /m2 Rp 75,000.00

Surabaya, 10 Januari 2011

PT. YOSS FORM WORK

SUTIYOSO

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No. URAIAN TENAGA KERJA KOOEF HARGA ( Rp )


TANAH / PASIR

1 Agregat Kelas A 1.00 m3 70,000.00 70,000.00

2 Agregat Kelas B 1.00 m3 60,000.00 60,000.00

3 Pasir Beton 1.00 m3 140,000.00 140,000.00

4 Pasir Cor 1.00 m3 140,000.00 140,000.00

5 Pasir Hitam 1.00 m3 150,000.00 150,000.00

6 Pasir Pasang 1.00 m3 135,000.00 135,000.00

7 Pasir Silikon 1.00 kg 7,800.00 7,800.00

8 Pasir Urug 1.00 m3 85,000.00 85,000.00

9 Sirtu 1.00 m3 85,000.00 85,000.00

10 Tanah Liat 1.00 m3 65,000.00 65,000.00

11 Tanah Urug 1.00 m3 75,000.00 75,000.00

12 Tanah urug taman / ketel 1.00 m3 70,000.00 70,000.00

BATU BATA /BETON BLOCK/PAVING/STENSLAG

1 Bata Berongga 1.00 bh -

2 Bata 1.00 bh 590.00 590.00

3 Batako 1.00 bh -

4 Batu ampyang 1.00 zak -

5 Batu apung 1.00 kg -

6 Batu belah gunung 1.00 m3 -

7 Batu belah kali 1.00 m3 145,000.00 145,000.00

8 Batu granito 1.00 kg -

9 Batu kali 1.00 m3 -

10 Batu kapur 1.00 zak -

11 Batu kerikil pasir 1.00 m3 95,000.00 95,000.00

12 Batu kerikil tersaring 1.00 m3 90,000.00 90,000.00

13 Batu koral 1.00 m3 125,000.00 125,000.00

14 Batu lempeng 1.00 m2 135,000.00 135,000.00

15 Batu Palimanan 1.00 m2 -

16 Batu Pecah mesin 1/2 1.00 m3 150,000.00 150,000.00




20 Batu Pecah mesin 4/6 - 5/7 1.00 m3 150,000.00 150,000.00

21 Batu Terraso 1.00 kg -

22 Batu tempel hitam/Batu candi 1.00 m2 87,000.00 87,000.00

23 Batu Klingker 1.00 bj 11,500.00 11,500.00

24 Batu Ampyang 1.00 m2 -

25 Batu Gilang ex. Jember ( simetris ) 1.00 m2 -

26 Batu Gilang ex. Jember ( ansimetris ) 1.00 m2 -

27 Batu Gilang ex. Cirebon ( simetris ) 1.00 m2 175,000.00 175,000.00

28 Batu Gilang ex. Cirebon ( ansimetris ) 1.00 m2 -

29 Batu Bobos uk. 10 x 20 x 1,5 cm 1.00 m2 16,000.00 16,000.00

30 Rooster kerawangan 11 x 12 x 24 1.00 bh -

31 Rooster kerawangan 11 x 22 x 22 1.00 bh -

32 Rooster beton 11 x 20 x 22 1.00 bh -

33 Batu tempel kasar / marmo 1.00 m2 -

34 Bt temp halus ( candi/hitam dan palimanan ) 1.00 m2 88,000.00 88,000.00

35 Batu sirih / alur (hitam / kuning) 1.00 m2 39,000.00 39,000.00

36 Batu alur andesit hitam 1.00 m2 -

HARGA MATERIAL / BAHAN

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37 Batu koral hitam ex NTT 1.00 m2 -

38 Batu koral hitam ex. Tulungagung 1.00 m2 -

39 Batu tempel Terrakota / Karangpilang 1.00 m2 -

40 List batu andesit p=40 cm, lebar = 5cm 1.00 m' -

41 List batu candi p=40 cm lebar = 5 cm 1.00 m' -

42 Batako 1.00 bj 8,500.00 8,500.00

43 Concrete block ( CB 10 ) 1.00 bh -



46 Hollow Block ( HB.10 ) 1.00 bh -



49 Kansteen 1.00 m' -

50 Paving Block 1.00 m2 -

51 Paving stone natural 6 cm 1.00 m2 38,000.00 38,000.00

52 Paving Stone natural 8 cm 1.00 m2 54,000.00 54,000.00

53 Rooster 1.00 bh 4,500.00 4,500.00

54 Stenslag / batu pecah tangan 2/3 1.00 m3 -



57 Stenslag / batu pecah tangan 4/6 - 5/7 1.00 m3 -

58 Glass Block 1.00 m3 30,000.00 30,000.00

SEMEN -

1 Delosit 1.00 zak 65,000.00 65,000.00

2 Gamping 1.00 kg -

3 Gamping Bongkahan 1.00 m3 -

4 Gamping Bubukan 1.00 m3 -

5 Kapur 1.00 m3 145,000.00 145,000.00

6 PC Gresik 1.00 kg 1,200.00 1,200.00

7 PC Grouting 1.00 kg -

8 PC Putih 1.00 kg -

9 PC Warna 1.00 kg 9,000.00 9,000.00

10 Semen 40 kg 1.00 zak 47,000.00 47,000.00

11 Semen 50 kg 1.00 zak 57,000.00 57,000.00

12 Semen Merah 1.00 m3 55,550.00 55,550.00

13 Semen putih 1.00 kg 61,000.00 61,000.00

-

BUIS BETON -

1 Buis beton Ø 20 cm 1.00 bh -







8 Buis beton Ø 100 cm 1.00 bh 280,000.00 280,000.00

9 Buis beton U - Ø 20 cm 1.00 bh -

10 Buis beton U - Ø 30 cm 1.00 bh -

11 Pagar Panel (Precast Pabrik) tinggi 1.20 M 1.00 m' -



14

15

BESI -

1 Baja WF dan Canal C 1.00 kg 9,800.00 9,800.00

2 Baut segala ukuran 1.00 kg -

3 Besi Bronjong 1.00 kg -

4 Besi baja paku-paku jembatan 1.00 kg -

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5 Besi Plat Bordes 4"x8" tebal 3 mm 1.00 kg -

6 Besi plat 4"x8" tebal 2 mm 1.00 kg -

7 Besi plat strip uk. 3x30 mm - 6 m 1.00 kg 9,000.00 9,000.00

8 Walter Mour 1.00 bh -

9 Plat Besi tebal 1 cm 1.00 kg -

10 Angkur Bolt 12 cm 1.00 m' -

11 Pagar BRC uk. 1.2 x 2.4 M 1.00 unit -

12 Pagar BRC PMG 2.4 M 1.00 unit -

13 Pintu Swing Ganda BRC 1.00 unit -

14 Pintu Dorong Ganda BRC 1.00 unit -

15 Besi Beton Ulir 1.00 kg 7,200.00 7,200.00

16 Besi beton Polos 1.00 kg 7,100.00 7,100.00

17 Besi beugel / kavel 1.00 kg -

18 Besi Pipa Galvanis L-6m / Ø 2" 1.00 lnjr -

19 Besi Pipa Galvanis L-6m / Ø 2½" 1.00 lnjr -



22 Besi Pipa Galvanis L-6m / Ø ½" 1.00 lnjr -

23 Besi Pipa Galvanis L-6m / Ø ¾" 1.00 lnjr -


25 Besi Pipa Galvanis L-6m / Ø 1¼" 1.00 lnjr -

26 Besi plat kecil KS 3"- 6 m 1.00 lnjr -

27 Besi strip 1.00 kg 9,000.00 9,000.00

28 Besi Hollow 40/40 1.00 Bh 67,500.00 67,500.00

29 Besi Hollow 20/20 1.00 bH 51,000.00 51,000.00

30 Pagar Besi 1.00 m2 450,000.00 450,000.00

-

ALUMUNIUM -

1 Aluminium Foil / Sesalation 1.00 kg -

2 Atap alumunium 1.00 kg -

3 Aluminium Truss Rangka Galvalume t=0.8 mm 1.00 m2 100,000.00 100,000.00

4 Alumunium Truss Rangka Galvalum t= 0.5 mm 1.00 m2 87,500.00 87,500.00

5 Alumunium bubung atap 1.00 m2 125,000.00 125,000.00

6 Alumunium Metal Clidding Colour 1.00 m2 485,000.00 485,000.00

7 Jendela alumunium coklat ex. INDALEX 1.00 m' 75,000.00 75,000.00

8 Jendela alumunium putih ex. INDALEX 1.00 m' 75,000.00 75,000.00

9 Kosen alumunium coklat ex. INDALEX 1.00 m' -

10 Kosen alumunium putih ex. INDALEX 1.00 m' -

11 Pintu alumunium 1.00 m2 -

12 Profil alumunium T 1.00 m' -

13 Atap Galvalume 1.00 bh -

14 Bubungan atap Galvalume 4 mm 1.00 lmb -

15 Rolling Door 1.00 m2 -

KAWAT -

1 Kawat Elektrode 1.00 kg 21,000.00 21,000.00

2 Kawat Kabel Prestressed 1.00 kg -

3 Kawat bendrat 1.00 kg 10,500.00 10,500.00

4 Kawat beton / Bendrat RRT 1.00 kg -

5 Kawat duri / pagar 1.00 rol -

6 Kawat galvanis 2 mm 1.00 kg -

7 Kawat galvanis 3 mm 1.00 kg -

8 Kawat harmonika 1.00 m2 -

9 Kawat harmonika gas 1.00 m2 -

10 Kawat nyamuk / kasa Besi 1.00 m2 -

11 Kawat nyamuk / kasa plastik 1.00 m2 -

-

PAKU -

1 Paku 1½ " 1.00 kg 11,000.00 11,000.00

2 Paku 1¼ " 1.00 kg 11,000.00 11,000.00

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3 Paku 1" 1.00 kg 11,000.00 11,000.00

4 Paku 2" 1.00 kg 11,000.00 11,000.00

5 Paku 2½ " 1.00 kg 11,000.00 11,000.00

6 Paku 3" 1.00 kg 11,000.00 11,000.00

7 Paku 4" 1.00 kg 11,000.00 11,000.00

8 Paku 5" 1.00 kg 11,000.00 11,000.00

9 Paku 6" 1.00 kg 13,000.00 13,000.00

10 Paku Asbes segala ukuran 1.00 kg 13,000.00 13,000.00

11 Paku Beton 1.00 kg 20,000.00 20,000.00

12 Paku Kait segala ukuran 1.00 kg -

13 Paku Kayu segala ukuran 1.00 kg 13,000.00 13,000.00

14 Paku Keling 1.00 bh 12,500.00 12,500.00

15 Paku Payung 1.00 kg 13,000.00 13,000.00

16 Paku Reng 1.00 kg 11,000.00 11,000.00

17 Paku Seng Segala ukuran 1.00 kg 9,000.00 9,000.00

18 Paku Sumbat segala ukuran 1.00 bh 13,000.00 13,000.00

19 Paku Triplex 1.00 kg 12,000.00 12,000.00

20 Paku Usuk 1.00 kg 11,000.00 11,000.00

21 Paku Skrup segala ukuran 1.00 bh 150.00 150.00

-

KAYU UMUM -

1 Kayu begisting lokal 1.00 m3 2,500,000.00 2,500,000.00

2 Kayu Parancah 1.00 m3 2,500,000.00 2,500,000.00

KAYU BORNEO -

1 Balok 1.00 m3 5,200,000.00 5,200,000.00

2 Papan 2 x 20 cm 1.00 m3 5,250,000.00 5,250,000.00

3 Papan 3 x 20 cm 1.00 m3 5,250,000.00 5,250,000.00

4 Papan 2 x 30 cm 1.00 m3 5,250,000.00 5,250,000.00

5 Reng 2/3 - 3/5 1.00 m3 5,200,000.00 5,200,000.00

6 Usuk 5/7 - 4/6 1.00 m3 5,200,000.00 5,200,000.00

KAYU MERANTI -

1 Balok 1.00 m3 3,800,000.00 3,800,000.00

2 Papan 2 x 20 cm 1.00 m3 2,200,000.00 2,200,000.00

3 Papan 3 x 20 cm 1.00 m3 4,100,000.00 4,100,000.00

4 Papan 2 x 30 cm 1.00 m3 -

5 Reng 2/3 - 3/5 1.00 m3 -

6 Usuk 5/7 - 4/6 1.00 m3 2,500,000.00 2,500,000.00

7 Kayu Meranti Papan 2/20 1.00 m3 -

KAYU DAMAR LAUT -

1 Balok p= 4 M 1.00 m3 -

2 Papan l=20 CM 1.00 m3 -

3 Usuk / FP = 4 M 1.00 m3 -

KAYU KRUING -

1 Balok 1.00 m3 2,650,000.00 2,650,000.00

2 Papan 2 x 20 cm 1.00 m3 -

3 Papan 3 x 20 cm 1.00 m3 -

4 Papan 2 x 30 cm 1.00 m3 -

5 Reng 2/3 - 3/5 1.00 m3 -

6 Usuk 5/7 - 4/6 1.00 m3 -

KAYU BENGKIRAI -

1 Balok 1.00 m3 -

2 Papan 2 x 20 cm 1.00 m3 -

3 Papan 3 x 20 cm 1.00 m3 -

4 Papan 2 x 30 cm 1.00 m3 -

5 Reng 2/3 - 3/5 1.00 m3 -

6 Usuk 5/7 - 4/6 1.00 m3 -

KAYU KAMPER -

1 Balok 1.00 m3 8,800,000.00 8,800,000.00

2 Papan 2 x 20 cm 1.00 m3 -

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3 Papan 3 x 20 cm 1.00 m3 -

4 Papan 2 x 30 cm 1.00 m3 8,900,000.00 8,900,000.00

5 Reng 2/3 - 3/5 1.00 m3 3,850,000.00 3,850,000.00

6 Usuk 5/7 - 4/6 1.00 m3 5,200,000.00 5,200,000.00

KAYU JATI Ex. MALANG -

1 Balok 1.00 m3 7,600,000.00 7,600,000.00

2 Papan 2 x 20 cm 1.00 m3 -

3 Papan 3 x 20 cm 1.00 m3 -

4 Papan 2 x 30 cm 1.00 m3 17,500,000.00 17,500,000.00

5 Reng 2/3 - 3/5 1.00 m3 15,000,000.00 15,000,000.00

6 Usuk 5/7 - 4/6 1.00 m3 -

KAYU JATI Ex. MADIUN / NGAWI -

1 Balok 1.00 m3 -

2 Papan 2 x 20 cm 1.00 m3 -

3 Papan 3 x 20 cm 1.00 m3 -

4 Papan 2 x 30 cm 1.00 m3 -

5 Reng 2/3 - 3/5 1.00 m3 -

6 Usuk 5/7 - 4/6 1.00 m3 -

KAYU JATI Ex. BOJONEGORO -

1 Balok 1.00 m3 12,500,000.00 12,500,000.00

2 Papan 2 x 20 cm 1.00 m3 13,000,000.00 13,000,000.00

3 Papan 3 x 20 cm 1.00 m3 13,500,000.00 13,500,000.00

4 Papan 2 x 30 cm 1.00 m3 -

5 Reng 2/3 - 3/5 1.00 m3 -

6 Usuk 5/7 - 4/6 1.00 m3 -

KAYU LAIN-LAIN -

1 Kayu bakar 1.00 m3 -

2 Kayu Bambu Ø 10 cm 1.00 btng 20,000.00 20,000.00

3 Kayu Bambu Ø 6-8 cm 1.00 btng 20,000.00 20,000.00

4 Bilik bambu 1.00 m2 -

5 Kayu Dolken Ø8 cm 1.00 btng 14,000.00 14,000.00

6 Gedeg 2 x 3 m 1.00 lbr 25,000.00 25,000.00

7 Kayu Albasiah 1.00 m3 -

8 Kayu Ramin 1.00 m3 -

9 List Kayu 2/4 1.00 m' -

10 List Kayu profil 1.00 m' -

11 Sirap 1.00 m3 -

ATAP - BUBUNGAN - TALANG -

1 Bubung Sirap 1.00 bh -

2 Bubung Genteng aspal 1.00 bh -

3 Bubung genteng beton 1.00 bh -

4 Bubung Genteng biasa ex. Malang 1.00 bh -

5 Bubung Genteng Karangpilang ex. Malang 1.00 bh -

6 Bubung Genteng Karangpilang ex. Surabaya 1.00 bh 22,500.00 22,500.00

7 Bubung Genteng Karangpilang ex. Trenggalek 1.00 bh -

8 Bubung Genteng kodok glazur 1.00 bh 9,500.00 9,500.00

9 Bubung Genteng Metal 1.00 bh -

10 Bubung Pelentong Kecil 1.00 bh -

11 Bubung Genteng Pelentong besar / super 1.00 bh -

12 Bubung Genteng prss ex. Trenggalek 1.00 bh -

13 Bubung Atap seng galvalum 1.00 m2 -

14 Bubung Paten 0,92 m 1.00 lmb -

15 Bubung Paten 1,o5 m 1.00 lmb -

16 Bubung Paten 1,08 m 1.00 lmb -

17 Bubung Seng gelombang 1.00 lmb -

18 Bubung Stel Gelombang 0,92 m 1.00 lmb -



21 Bubung stel rata 0,92 m 1.00 lmb -

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22 Bubung stel rata 0,92 m 1.00 lmb -

23 Genteng Aspal 1.00 lmb -

24 Genteng Beton 1.00 bh -

25 Genteng Beton Maestro Royal 1.00 bh -

26 Genteng Biasa ex. Malang 1.00 bh -

27 Genteng kaca 1.00 bh -

28 Genteng Kaca Beton Kupu-kupu 1.00 bh -

29 Genteng Kaca Kodok Kupu-kupu 1.00 bh -

30 Genteng Karangpilang ex. Malang 1.00 bh -

31 Genteng Karangpilang ex. Surabaya 1.00 bh 4,500.00 4,500.00

32 Genteng Karangpilang ex. Trenggalek 1.00 bh -

33 Genteng Keramik Natural KIA 1.00 bh -

34 Genteng Keramik Warna KIA 1.00 bh 6,800.00 6,800.00

35 Genteng Kodok Glazuur 1.00 bh -

36 Genteng Kodok Good Years 1.00 bh 6,800.00 6,800.00

37 Genteng Metal 1.00 bh -

38 Genteng Palentong kecil 1.00 bh -

39 Genteng kaca Palentong supr / besar 1.00 bh -

40 Genteng Press Trenggalek 1.00 bh -

41 Asbes Gelombang 4 mm 300 x 1,05 m 1.00 lmb -







48 Asbes Gelombang 11 Atrisco 150 x 80 x 3,5 mm 1.00 lmb -

49 Asbes Gelombang 14 Atrisco 150 x105 x 4 mm 1.00 lmb -

50 Asbes Gelombang 4 Atrisco 150x105x4mm 1.00 lmb -

51 Asbes Gelombang 6,5 Atrisco 150x110x5mm 1.00 lmb -

52 Asbes Gelombang Besar Jabesmen 300x102x5 mm 1.00 lmb -

53 Asbes Gelombang Kecil Jabesmen 380x105x4mm 1.00 lmb -

54 Asbes Gelombang 200x0.92x 5mm 1.00 lmb -

55 Asbes Gelombang 270x108x6mm 1.00 lmb -



58 Asbes Nok Gelombang ex. Atrisco 11 - 30x80x3,5mm 1.00 lmb -

59 Asbes Nok Gelombang ex. Atrisco 14- 30x105x4mm 1.00 lmb -

60 Asbes Nok Gelombang ex. Atrisco 6,5 -50x110x5mm 1.00 lmb -

61 Asbes Gelombang 270x105x4 mm 1.00 lmb -

62 Atap Policarbonat 1.00 m2 105,932.20 105,932.20

63 Roof Light Fibreglass 1.00 m2 -

64 Seng Datar ex. Elephant 0,2x30 cm 1.00 lmb -

65 Seng Datar ex. Elephant 0,30 x 50 cm 1.00 lmb -

66 Seng Datar ex. Elephant 0,40 x 90 cm 1.00 lmb -

67 Seng Gelombang ex. Elephant 180x80x0,2 cm 1.00 lmb 44,000.00 44,000.00

68 Seng Gelombang ex. Elephant 210x80x0,20 cm 1.00 lmb -



71 Seng Plat BJLS L= 0,45 m 1.00 m' -

72 Seng Plat BJLS L= 0,60 m 1.00 m' -

73 Seng Plat BJLS L= 0,90 m 1.00 m' 38,000.00 38,000.00

74 Seng Plat BJLS 24 1.00 lmb -

75 Seng Plat BJLS 28 1.00 lmb -

76 Soft Board 1.00 lmb -

77 Talang Plastik Biasa 50 cm 1.00 bh -




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81 Talang PVC kotak 4 x 13 cm 1.00 bh -

82 Glass wol 1.00 Rol 925,000.00 925,000.00

83 Roof Mes 1.00 Rol 450,000.00 450,000.00

84 Alluminium foil /insulation double side 1.00 Rol 1,250,000.00 1,250,000.00

85 Allumunium Tape 1.00 Rol 26,500.00 26,500.00

PLAFOND -

1 Akustik 30x30 cm 1.00 lbr -



4 Asbes 100x100x6 mm 1.00 lbr 12,500.00 12,500.00

5 Asbes 100x100x5 mm 1.00 lbr -

6 Asbes 100x100x4 mm 1.00 lbr -

7 Asbes 100x100x3,5 mm 1.00 lbr -

8 Asbes rata jabesmen 50 x 100 mm 1.00 lbr -

9 Asbes super rata Atrisco 50 x 100 x 2,8 mm 1.00 lbr -

10 Kalsiboard 1,00x1,00 ex. Gresik 1.00 lbr -

11 Kalsiboard 1,20x2,40 ex. Gresik 1.00 lbr -

12 Gyp board 1,20x2,40 m tabal 9 mm 1.00 lbr 65,000.00 65,000.00

13 Gypsum board 1,20x2,40 m tabal 12 mm 1.00 lbr 110,000.00 110,000.00

14 List Gypsum lebar 7 cm 1.00 m' -

15 List Gypsum lebar 12 cm 1.00 m' -

16 List Gypsum lebar 15 cm 1.00 m' 15,000.00 15,000.00

17 List Profil Kayu Kamper 1/7 1.00 m' -

18 List Profil Kayu Kamper 1/10 1.00 m' 10,000.00 10,000.00

19 List Profil Kayu Kamper 1/15 1.00 m' -

20 List kayu jati profil 1.5/15 1.00 m' -

21 List kayu pelipit meranti 1.00 m' -

22 Papan GRC t= 9mm lebar= 20 cm 1.00 m' -

23 Papan GRC t= 9mm lebar= 30 cm 1.00 m' -

24 GRC lengkung tinggi 7,5 cm 1.00 m2 -

25 Rangka metal furing 1.00 m2 25,000.00 25,000.00

26 Stifenner 1.00 m2 10,000.00 10,000.00

27 Juster penggantung 1.00 m2 2,500.00 2,500.00

28 Joint Tape 1.00 m2 6,500.00 6,500.00

29 Jointing Compound 1.00 m2 8,500.00 8,500.00

30 Steger 1.00 m2 -

KAYU LAPIS -

1 Multiplex tebal = 6 mm 1.00 lbr 65,000.00 65,000.00





6 Plywood 30 x 60 cm x 4 mm 1.00 m2 59,700.00 59,700.00

7 Plywood 30 x 60 cm x 6 mm 1.00 m2 83,500.00 83,500.00

8 Plywood 60 x 120 cm x 3 mm 1.00 m2 54,250.00 54,250.00

9 Plywood 60 x 120 cm x 6 mm 1.00 m2 83,500.00 83,500.00

10 Plywood 120 x 240 cm x 3 mm 1.00 m2 56,000.00 56,000.00

11 Plywood lapis Aluminium 1.00 m2 108,350.00 108,350.00

12 Teakwood 30 x 60 cm x 4 mm 1.00 lbr 95,000.00 95,000.00



15 Triplex 3 mm 1.00 m2 40,000.00 40,000.00

16 Triplex 4 mm 1.00 m2 48,000.00 48,000.00

K A C A -

1 Daun pintu kaca tempered 8 mm 1.00 unit -

2 Glass Block 1.00 bh 25,000.00 25,000.00

3 Jendela Naco + assesories 1.00 m2 -

4 Kaca Buram tebal = 3 mm 1.00 m2 -


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8 Kaca Cermin tebal = 5 mm 1.00 m2 175,000.00 175,000.00

9 Kaca Cermin tebal = 6 mm 1.00 m2 -

10 Kaca Cermin tebal = 8 mm 1.00 m2 -

11 Kaca Stopsol Blue Grey 6 mm 1.00 m2 -

12 Kaca Stopsol Blue Grey 8 mm 1.00 m2 -

13 Cladding Wall ex. Indal 1.00 m2 -

14 Curtain Wall 1.00 m' -

15 Sealent 1.00 klg 21,000.00 21,000.00

16 Kaca hitam Asahi 3 mm 1.00 m' -

17 Kaca Patri 4 mm 1.00 m' -

18 Kaca polos tebal = 3 mm 1.00 m' 75,000.00 75,000.00



21 Kaca polos Asahi tebal = 3 mm 1.00 m' -

22 Kaca polos Asahi tebal = 5 mm 1.00 m' 75,000.00 75,000.00

23 Kaca polos Asahi tebal = 8 mm 1.00 m' 140,000.00 140,000.00

24 Kaca Polos tebal = 12 mm 1.00 m' 240,000.00 240,000.00

25 Kaca Rayben tebal = 12 mm 1.00 m' -

26 Kaca Rayben tebal = 3 mm 1.00 m' -

27 Kaca Rayben tebal = 5 mm 1.00 m2 115,000.00 115,000.00

28 Kaca Rayben tebal = 8 mm 1.00 m2 125,000.00 125,000.00

29 Kaca " Wireglass" 1.00 daun -

30 Kaca Panting 1.00 m2 -

PENGGANTUNG - PENGUNCI -

1 Door Closer ex. Dorma 1.00 bh -

2 Door Closer ex. Alpha 1.00 bh -

3 Door Holder 1.00 bh -

4 Door Stop Import 1.00 bh -

5 Door Stop Diamond 1.00 bh -

6 Engsel Angin ex. Kuda 1.00 bh -

7 Engsel Jendela 1.00 bh 10,000.00 10,000.00

8 Engsel Jendela ex. Kuda 1.00 bh -

9 Engsel Kuningan Arch 1.00 bh 35,000.00 35,000.00

10 Engsel Pintu 1.00 bh 17,500.00 17,500.00

11 Engsel Pintu ex. Kuda 1.00 bh 32,500.00 32,500.00

12 Engsel Pintu H 1.00 bh 20,000.00 20,000.00

13 Grendel 3" ex. Muller 1.00 bh -

14 Grendel Biasa Besar ex. RRC 1.00 bh -

15 Grendel Biasa kecil ex. RRC 1.00 bh -

16 Grendel jendela kuningan 1.00 bh 19,500.00 19,500.00

17 Grendel pintu 1.00 bh 23,000.00 23,000.00

18 Grendel Espanyolet 1.00 bh -

19 Hak Angin 1.00 bh 45,000.00 45,000.00

20 Kunci Pintu KM/WC 1.00 ps 35,200.00 35,200.00

21 Kait Angin 1.00 bh -

22 Kunci Lemari 1.00 bh -

23 Kunci Pintu Napoli 1.00 bh -

24 Kunci Silinder 1.00 bh 35,200.00 35,200.00

25 Kunci Silinder Kuda 1.00 bh -

26 Kunci Slot 1.00 bh -

27 Kunci SES 1.00 bh -

28 Sealant 1.00 klg 21,000.00 21,000.00

29 Kunci Tanam 1.00 bh 142,000.00 142,000.00

30 Kunci Tanam antik 1.00 bh 250,000.00 250,000.00

31 Pegangan pintu kuningan 1.00 bh -

32 Pleser Lokal 8 mm 1.00 bh -


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35 Rel pintu dorong 1.00 bh -

36 Slot / Kunci Pintu 1.00 bh -

37 Spring Knip 1.00 bh -

38 Pleser Lokal 16 mm 1.00 set -

39 Espanyolet 1.00 bh -

40 Fitrase 1.00 m2 -

41 Foam Lapisan Karpet 1.00 m2 -

42 Karpet Standart 1.00 m2 -

43 Vertical Blid 1.00 m2 -

44 Kunci 2 Slaag setara LOGO-CISA 1.00 set 245,000.00 245,000.00

45 Handle set ( lever handle) 1.00 bh -

46 Pull Handle 40 SST dia 11/4" 1.00 set -

47 Kunci Pintu KM/WC 1.00 set -

48 Engsel Cashment 24" 1.00 set -

49 Slot Jendela 1.00 bh -

50 Kunci Slot 1.00 bh -

51 Hak Angin ( tipe Geser ) 1.00 bh -

52 Rel Pintu Geser 1.00 bh -

53 Door Closer 1.00 set 1,240,000.00 1,240,000.00

54 Flust Bolt 1.00 bh -

55 Panic handle 1.00 bh -

56 Floor Hinge 1.00 set -

57 Kick plate SS 1.00 set -

58 Bottom Patch 1.00 bh -

59 Top Patch 1.00 bh -

60 Top Pivot Plate 1.00 bh -

61 Corner lock 1.00 bh -

62 Mohair 1.00 m1 -

63 Dinabolt D 12 mm 1.00 bh -

64 Pisher D 5 mm 1.00 bh -

CAT MARKA JALAN -

1 Cat Thermolpastic Aastho M.249-77 1.00 kg -

2 Cat Thermolpastic Aastho M.249-79 1.00 kg -

3 Glassbed pottes 1.00 kg -

CAT KAYU / BESI / TEMBOK / GENTING. -

1 Amplas kasar 1.00 kg 3,000.00 3,000.00

2 Cat anti karat ex. Avian 1.00 kg 55,000.00 55,000.00

3 Cat Besi ex. Avian 1.00 kg 40,000.00 40,000.00

4 Cat Besi EMCO 1.00 kg 42,500.00 42,500.00

5 Cat Besi Patna 1.00 kg -

6 Cat dasar Besi 1.00 kg 45,000.00 45,000.00

7 Cat dasar Kayu 1.00 kg 29,500.00 29,500.00

8 Cat dasar Tembok 1.00 kg 10,500.00 10,500.00

9 Thinner / Minyak cat type A Biasa 1.00 kg 22,500.00 22,500.00

10 Thinner / Minyak cat type A Spesial 1.00 kg 14,500.00 14,500.00

11 Thinner / Minyak cat type B 1.00 kg 9,000.00 9,000.00

12 Cat Genteng Impra 1.00 kg -

13 Cat Genteng / Seng Belmas 1.00 kg -

14 Cat Genteng Aga 1.00 kg -

15 Cat Genteng 1.00 kg 23,000.00 23,000.00

16 Cat Kayu 1.00 kg 40,000.00 40,000.00

17 Cat Kayu Avian 1.00 kg -

18 Dempul Padang 1.00 kg 27,100.00 27,100.00

19 Dempul Coklat 1.00 bh -

20 Dempul Jadi 1.00 kg -

21 Filler 1.00 kg -

22 Kalkarium 1.00 kg -

23 Kapur Sirih 1.00 kg -

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24 Kertas Gosok 1.00 lmb -

25 Cat Tembok Ex. Decolith 1.00 kg -

26 Cat Tembok Ex. Paragon 1.00 kg -

27 Cat Tembok Ex. Catylac INTERIOR 1.00 kg 12,500.00 12,500.00

28 Cat Tembok Ex. Catylac EXTERIOR 1.00 kg 26,500.00 26,500.00

29 Cat Tembok Ex. Mowilex warna Standart 1.00 kg -

30 Cat Tembok Ex. Mowilex warna khusus 1.00 kg -

31 Cat Tembok Ex. Vinilex 1.00 kg -

32 Cat Tembok Ex. Avitex 1.00 kg -

33 Cat Tembok Ex. Altex 1.00 kg -

34 Cat Tembok Ex. Levi's Exterior 1.00 kg -

35 Cat Tembok Ex. Levi's Interior 1.00 kg -

36 Cat Tembok Ex. Flora. 1.00 kg -

37 Kuas ukuran 1 RRT 1.00 bh -

38 Kuas ukuran 1,5 RRT 1.00 bh -


40 Kuas ukuran 2,5 RRT 1.00 bh -




44 Kuas Rol 1.00 bh 7,500.00 7,500.00

45 Lem Vinyl 1.00 kg 62,500.00 62,500.00

46 Lem Kayu 1.00 ltr 22,000.00 22,000.00

47 Lem Rajawali 1.00 kg -

48 Lem pipa PVC 1.00 kg -

49 Plamur Besi 1.00 kg -

50 Plamur Besi ex. Pedang 1.00 kg -

51 Plamur Kayu 1.00 kg -

52 Plamur Kayu ex. Pedang 1.00 kg -

53 Plamur Tembok ex. Paragon 1.00 kg -

54 Plamur Tembok 1.00 kg 7,500.00 7,500.00

46 Spirtus 1.00 ltr 10,500.00 10,500.00

47 Teak Oil 1.00 ltr -

48 Residu 1.00 ltr -

49 Politur dasar 1.00 ltr -

50 Politur jadi ex. Mowilex 1.00 ltr -

51 Water Proffing 1.00 kg 45,000.00 45,000.00

52 Vernish Jadi 1.00 ltr -

53 Wood Filler 1.00 kg 75,000.00 75,000.00

54 Pewarna 1.00 sach 75,000.00 75,000.00

55 Kertas gosok No. 150 1.00 lbr 3,000.00 3,000.00

56 Kertas gosok no280 1.00 lbr 3,000.00 3,000.00

57 Shanding 1.00 kg 65,000.00 65,000.00

58 Clear Doof 1.00 kg 45,000.00 45,000.00

59 Coumpond 1.00 klng 40,000.00 40,000.00

60 Sewa alat bantu ( 1 set @ 3 alat ) 1.00 set 1,500,000.00 1,500,000.00

61 Sewa compresor 1.00 jam -

62 Soda Api 1.00 kg -

63 Serat fiber 1.00 m2 -

64 Wallpaper Eksklusif 1.00 m' 20,000.00 20,000.00

65 Sirlak 1.00 kg 178,000.00 178,000.00

KERAMIK - UBIN -

1 Gymfloor 1.00 m2 287,000.00 287,000.00

2 Internal Cove 5 x 5 x 20 cm 1.00 bh -

3 Keramik Lantai Artistik 5 x 20 1.00 bh -

4 Keramik lantai Artistik 10 x 10 1.00 bh -

5 Keramik Dinding 20 x 20 1.00 m2 -

6 Keramik lantai 20 x 20 Motif 1.00 m2 38,000.00 38,000.00

7 Keramik lantai 20 x 20 KM/WC 1.00 m2 -

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8 Keramik lantai 20 x 20 putih MULIA 1.00 m2 -

9 Keramik lantai 20 x 20 Warna /Motif 1.00 m2 -

10 Keramik Dinding 20 x 25 1.00 m2 46,000.00 46,000.00

11 Keramik Dinding 20 x 25 polos`MULIA 1.00 m2 46,000.00 46,000.00

12 Keramik Dinding 20 x 25 Warna / Motif Mulia 1.00 m2 -

13 Keramik Lantai 30 x 30 Putih 1.00 m2 -

14 Keramik Lantai 30 x 30 Putih Mulia 1.00 m2 -

15 Keramik Lantai 30 x 30 Warna Mulia 1.00 m2 -

16 Keramik Lantai 30 x 30 Warna / Motif 1.00 m2 65,000.00 65,000.00

17 Keramik Lantai 40 x 40 Putih 1.00 m2 -

18 Keramik Lantai 40 x 40 Warna / Motif 1.00 m2 60,000.00 60,000.00

19 Keramik Lantai 40 x 40 Warna Mulia 1.00 m2 -

20 Plint Keramik Lntai 10 x 20 1.00 bh -

21 Plint Keramik Lantai 10 x 30 1.00 bh -

22 Plint Keramik Lantai 10 x 40 1.00 bh 37,400.00 37,400.00

23 Plint Ubin Terraso 10 x 30 1.00 bh -

24 Plint Ubin PC abu-abu 15 x 20 1.00 bh -

25 Ubin Granito warna Essenza 30 x 30 1.00 m2 -

26 Ubin Granito warna Hitam Essenza 60 x 60 1.00 m2 250,000.00 250,000.00

27 Ubin Panel Accura 20 x 25 - 12 lembar 1.00 m2 -




31 Marmer 100 x 100 1.00 m2 265,000.00 265,000.00

32 Marmer kwalitas export warna pink 0,60x 1m 1.00 m2 -

33 Marmer kw export warna krem 0,60 x 1 m 1.00 m2 -

34 Marmer kw export warna trotol dasar 0,60 x 1 m 1.00 m2 -

35 Batu GRANIT import Italy 1.00 m2 325,000.00 325,000.00

36 Texture GRANITONE 1.00 m2 -

37 PAVINGST ( K.125 ) warna abu2 t=8cm 1.00 m2 -

38 PAVINGST ( K.125 ) warna abu2 t=6cm 1.00 m2 -

39 PAVINGST KW.I tebal=8cm ( K.300) 1.00 m2 -

40 PAVINGST KW.I tebal=6cm ( K.300) 1.00 m2 -

41 Gress Block Beton 10 x 40 x 60 cm 1.00 m2 -

42 Karpet World Class 1.00 m2 -

43 Wallpaper Eksklusif 1.00 m2 -

44 Kansteen BDCM 1.00 m2 -

45 Kansteen 1.00 M' -

46 Stoper / uskup tebal 6 cm 1.00 m2 -

47 Stoper / uskup tebal 8 cm 1.00 m2 -

48 Floor Hardener 1.00 kg 25,000.00 25,000.00

49 Granite Tile Ukuran 30 x 30 Polished 1.00 m² 175,000.00 175,000.00

50 Granite Tile Ukuran 30 x 30 Unpolished 1.00 m² -

51 Granite Tile Ukuran 60 x 60 Polished 1.00 m² 250,000.00 250,000.00

52 Granite Tile Ukuran 60 x 60 Unpolished 1.00 m² -

53 Kansteen Uk. 15.18.40 1.00 bh -

54 Bumper Guard terpasang 1.00 m' -

55 Rail Guard terpasang 1.00 m' -

56 Bed Head terpasang 1.00 m' -

57 Cubical Toilet terpasang 1.00 unit -

58 Timbal Sheet terpasang 1.00 m2 -

PERLENGK.KM - WC. -

1 Avoer plastik 1.00 bh -

2 Avoer stainless 1.00 bh -

3 Bathub Porselin 1.00 bh -

4 Bak Cuci Stainless Steel Ex. Maspion 1.00 bh -

5 Kaca Cermin 5 mm + Bevel 2 cm 1.00 M2 37,500.00 37,500.00

6 Closet Duduk ex. INA 1.00 bh 1,750,000.00 1,750,000.00

7 Closet Duduk Putih Porselin Komplit ex. INA 1.00 bh -

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8 Closet Duduk Warna Porselin komplit ex. TOTO 1.00 bh -

9 Closet Jongkok putih ex. INA 1.00 bh -

10 Closet Jongkok Warna ex. TOTO 1.00 bh -

11 Closet Duduk Putih Porselin Komplit ex. INA Lux 1.00 bh -

12 Closet Jongkok putih ex. INA KW.A 1.00 bh -

13 Closet Jongkok Warna ex. TOTO Lux 1.00 bh -

14 Kran Air Ø½" 1.00 bh -

15 Kran Air Ø½" ex. Cina 1.00 bh -

16 Kran Air Ø¾" 1.00 bh -

17 Kran Air Ø¾" ex. Omeo 1.00 bh -

18 Kran Bathub Panas dan Dingin 1.00 bh -

19 Flexible 36 cm 1.00 bh -

20 Flexible 45 cm 1.00 bh -

21 Flexible 60 cm 1.00 bh 60,000.00 60,000.00

22 Flexible MB 30 cm 1.00 bh -

23 Flexible MB 40 cm 1.00 bh -

24 Seal Tape / Rol TBA 1.00 bh 115,000.00 115,000.00

25 Shower Spray ex. TOTO TX 403 SP1V 1.00 bh -

26 Sifon TOTO U-370 M 1.00 bh -

27 Stopkran air TOTO TS251 FT2 1.00 bh -

28 Tempat sabun keramik 1.00 bh -

29 Urinoar keramik 1.00 bh -

30 Washtafel lokal besar 1.00 bh 880,000.00 880,000.00

31 Washtafel lokal Kecil 1.00 bh -

32 Floor Drain (TOTO TX 1 B) 1.00 unit 115,000.00 126,500.00

33 Wastafel Meja Warna Standard Lengkap (L 546) 1.00 unit 1,000,000.00 1,100,000.00

34 Urinoar Type Muslim (U 57 M) 1.00 unit 1,245,000.00 1,394,400.00

35 Kran air Ø 1/2" atau Ø 3/4" (TOTO T23 B13) 1.00 bh 115,000.00 132,250.00

36 Kran Sink 1.00 bh -

37 Jet Washer (TOTO TX 423 SVINCR) 1.00 bh 95,000.00 109,250.00

38 Wastafel Gantung (L 237 V3) 1.00 unit -

39 Closet Duduk Standard lengkap TOTO C 48 1.00 unit 1,250,000.00 1,437,500.00

40 Closet Duduk TOTO CW 660 J 1.00 unit -

41 Closet Duduk Type difable (TOTO CW 705 L) 1.00 unit -

42 Kitchen Zink Stainless Standard Lokal ( 1 Lobang ) 1.00 bh -

43 Bak mandi fibergalss 1.00 bh -

44 Soap Holder (TOTO S 11 N) 1.00 bh 25,000.00 31,250.00

45 Tisue Holder (TS 116 R) 1.00 bh -

46 Hand Dryer 1.00 bh -

47 Towel Shelf (TOTO TX 4 A) 1.00 bh -

48 Towel Ring (TOTO TS 115 S) 1.00 bh -

49 Grab Bar (TOTO TX3 A2) 1.00 bh -

50 Double robe hook (TS 118 WS) 1.00 bh -

51 Partisi Ruang Closet 1.00 bh -

52 Kloset Jongkok 1.00 bh -

53 Flush Valve 1.00 bh -

54 Seal Tape 1.00 bh 7,500.00 8,625.00

55 Patisi Penyekat Urinoir (TOTO A 100) 1.00 bh -

56 Slop Sink 1.00 bh -

57 Single Lever Bath & Shower set (TOTO TX 432 SDZ) 1.00 bh -

PIPA DAN ACCESSORIES -

1 K / 100 PVC Ø 1,5 " 1.00 bh -

2 Knee Maspion Ø 1½" 1.00 bh -

3 Knee Maspion Ø 1" 1.00 bh -

4 Knee Maspion Ø ½" 1.00 bh -

5 Knee Maspion Ø 2½" 1.00 bh -

6 Knee Maspion Ø 2" 1.00 kg -


8 Knee Maspion Ø ¾" 1.00 bh -

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10 Knee Galvanis Ø ½ " 1.00 bh -

11 Knee Galvanis Ø ¾ " 1.00 bh -

12 Knee Galvanis Ø1 " 1.00 bh -

13 Knee Galvanis Ø 1½ " 1.00 bh -


15 Knee Galvanis Ø 2½ " 1.00 bh -



18 Knee PVC Ø ½ " 1.00 bh -

19 Knee PVC Ø 11/2 " 1.00 bh 6,900.00 6,900.00

20 Knee PVC Ø 1 " 1.00 bh -

21 Knee PVC Ø 4 " 1.00 bh 56,100.00 56,100.00

22 Knee PVC Ø3 " 1.00 bh 27,370.00 27,370.00

23 Pipa Galvanis Ø ½ " 1.00 ljr -

24 Pipa Galvanis Ø ¾ " 1.00 ljr -

25 Pipa Galvanis Ø 1 " 1.00 ljr 864,000.00 864,000.00

26 Pipa Galvanis Ø 1½ " 1.00 ljr 1,290,000.00 1,290,000.00

27 Pipa Galvanis Ø 2 " 1.00 ljr 1,890,000.00 1,890,000.00

28 Pipa Galvanis Ø 3 " 1.00 ljr 2,952,000.00 2,952,000.00

29 Pipa PVC Type AW Ø ½ " 1.00 ljr -

30 Pipa PVC Type AW Ø ¾ " 1.00 ljr -

31 Pipa PVC Type AW Ø 1 " 1.00 ljr -

32 Pipa PVC Type AW Ø 1½ " 1.00 ljr -


34 Pipa PVC Type AW Ø 2½ " 1.00 ljr -

35 Pipa PVC Type AW Ø 3 " 1.00 ljr 245,000.00 245,000.00




39 Pipa PVC Type C Ø ½ " 1.00 ljr -

40 Pipa PVC Type C Ø ¾ " 1.00 ljr -

41 Pipa PVC Type C Ø 1" 1.00 ljr -

42 Pipa PVC Type C Ø 1½ " 1.00 ljr -

43 Pipa PVC Type C Ø 2 " 1.00 ljr -

44 Pipa PVC Type C Ø 2½ " 1.00 ljr -



47 Pipa PVC Type D Ø ½ " 1.00 ljr -

48 Pipa PVC Type D Ø ¾ " 1.00 ljr -

49 Pipa PVC Type D Ø 1" 1.00 ljr -

50 Pipa PVC Type D Ø 1½ " 1.00 ljr -

51 Pipa PVC Type D Ø 2 " 1.00 ljr -

52 Pipa PVC Type D Ø 2½ " 1.00 ljr -



55 Pipa Screen PVC Type AW Ø6" 1.00 ljr -

56 Shock Galvanis Ø ½ " 1.00 bh -

57 Shock Galvanis Ø ¾ " 1.00 bh -

58 Shock Galvanis Ø 1 " 1.00 bh -

59 Shock Galvanis Ø 1½ " 1.00 bh -


61 Shock Galvanis Ø 2½ " 1.00 bh -



64 Shock Maspion Ø ½" 1.00 bh -

65 Shock Maspion Ø ¾" 1.00 bh -

66 Shock Maspion Ø 1" 1.00 bh -

67 Shock Maspion Ø 1¼" 1.00 bh -

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71 Shock PVC Ø ½" 1.00 bh -

72 Shock PVC Ø ¾" 1.00 bh -

73 Shock PVC Ø 1" 1.00 bh -

74 Shock PVC Ø 1½" 1.00 bh 5,400.00 5,400.00

75 Shock PVC Ø 2" 1.00 bh -

76 Shock PVC Ø 2½" 1.00 bh -

77 Shock PVC Ø 3" 1.00 bh 20,700.00 20,700.00

78 Shock PVC Ø 4" 1.00 bh 41,100.00 41,100.00

79 Pipa PVC Moof m' S-12,5 - Ø ½" 1.00 btng -

80 Pipa PVC Moof m' S-12,5 - Ø ¾" 1.00 btng -

81 Pipa PVC Moof m' S-12,5 - Ø 1" 1.00 btng -

82 Pipa PVC Moof m' S-12,5 - Ø 1½" 1.00 btng 32,500.00 32,500.00


84 Pipa PVC Moof m' S-12,5 - Ø 2½" 1.00 btng -

85 Pipa PVC Moof m' S-12,5 - Ø 3" 1.00 btng 92,220.00 92,220.00

86 Pipa PVC Moof m' S-12,5 - Ø 4" 1.00 btng 130,000.00 130,000.00





91 Pipa Air GI Ø ½" - Tebal = 1,5 mm 1.00 btng -




95 Pipa Air GI Ø ¾" - Tebal = 1,5 mm 1.00 btng -



98 Pipa Air GI Ø 1" - Tebal = 1,8 mm 1.00 btng -





103 Pipa Air GI Ø 1¼" - Tebal = 1,8 mm 1.00 btng -



106 Pipa Air GI Ø 1½" - Tebal = 1,8 mm 1.00 btng -





















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135 Pipa Air GI Ø 8" - Medium 1.00 btng -




139 Ball Valve ( Kuningan ) Ø ½" 1.00 bh -

140 Ball Valve ( Kuningan ) Ø ¾" 1.00 bh 65,000.00 65,000.00

141 Ball Valve ( Kuningan ) Ø 1" 1.00 bh -

142 Ball Valve ( Kuningan ) Ø 1¼" 1.00 bh -

143 Ball Valve ( Kuningan ) Ø 1½" 1.00 bh -






149 Klem PVC 1.00 bh 600.00 600.00

PERALATAN AIR BERSIH -

1 Pompa Air 1.00 unit -

2 Sumur Pompa Tangan Lengkap 1.00 unit -

3 Tandon air PVC 0,5 m3 1.00 bh -

4 Tandon air PVC 1 m3 1.00 bh -

5 Tandon air stainless 1,0 m3 1.00 bh -

6 Tandon air stinless 0,5 m3 1.00 bh -

INSTALASI LISTRIK -

1 Fitting Plafond 1.00 bh -

2 Isolator 1.00 m' -

3 Kabel NYA 2,5 mm 1.00 m' -

4 Kabel NYA 4,0 mm 1.00 m' -

5 Lampu pijar 5-40 watt 1.00 bh -

6 Lampu pijar 50 - 100 watt 1.00 bh -

7 Lampu TL komplit 40 watt 1.00 bh -

8 Lampu TL Komplit 20 watt 1.00 bh -

9 Lampu TL 4X20 Watt setara Artolite, armuture,Ignitor,Caps 1.00 bh -

10 Lampu TL 2X20 Watt setara Artolite, armuture,Ignitor,Caps 1.00 bh -

11 Lampu HPS (Armature,Balas,Ignitor.Caps) 70 W/220 1.00 bh -

12 Lampu HPS (Armature,Balas,Ignitor.Caps) 150 W/220 1.00 bh -

13 Lampu HPS (Armature,Balas,Ignitor.Caps) 250 W / 220 1.00 bh -

14 Lampu HPS (Armature,Balas,Ignitor.Caps) 400 W / 220 1.00 bh -

15 Bola lampu Mercury HPLN-220 V / 80 W 1.00 bh -

16 Bola lampu Mercury HPLN-220 V / 200 W 1.00 bh -

17 Lampu Natrium 250 W/ 220 V + Balast 1.00 bh -

18 Lampu Sorot (Armature,Balas,Ignitor.Caps) 250 watt 1.00 bh -

19 Lampu Sorot (Armature,Balas,Ignitor.Caps) 150 watt 1.00 bh -

20 Lampu XL ( Lilin ) 5 watt 1.00 bh -





25 Las doof 1.00 bh -

26 Pasang baru PLN 1.00 ls -

27 Pipa Arde 1.00 m' -

28 Pipa PVC 5/8 " 1.00 ljr -

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29 Saklar Broco 1.00 bh -

30 Stop Kontak Broco 1.00 bh -

31 T Dos PVC 1.00 bh -

32 Tambah Daya 2200 watt 1.00 ls -

33 Zekering Kast Lokal 1 Group 1.00 unit -



36 Tiang Oktogonal Singgle Hot Dipped Galv + Flenders 5m 1.00 unit -

37 Tiang Oktogonal Double Hot Dipped Galv + Flenders 5m 1.00 unit -

38 Tiang Oktogonal Singgle Hot Dipped Galv + Flenders 7 m 1.00 unit -

39 Tiang Oktogonal Double Hot Dipped Galv + Flenders 7 m 1.00 unit -





LAIN - LAIN -

1 AC Wall Mounted 8900 BTU / H 1 PK 1.00 bh -

2 Alat bantu pasang rangka plafond 1.00 ls -

3 Bahan terraso cor 1.00 m3 -

4 Bak Kontrol 40 x 40 x 50 cm 1.00 lot -

5 Batacota 1.00 kg -

6 Besi Holo 1.00 ljr -

7 Bor Strous 1.00 ttk 17,500.00 17,500.00

8 Elektrode 1.00 kg -

9 Formika 90 x 120 cm 1.00 lbr -

10 Gedeg Guling 1.00 m2 -

11 Grease 1.00 kg -

12 Grill ( tutup Saluran Air Hujan ) 1.00 unit -

13 Grounding 1.00 bh -

14 Grounding penangkala petir 1.00 lot -

15 Halogeen spot DL 50 watt 1.00 bh -

16 Kabel Coaxial 2 x 30 mm 1.00 m' -

17 Kawat BC 1.00 m' -

18 Kolom Beton pracetak un. Pagar 1.00 bh -

19 Lampu Gantung 1.00 buah -

20 Ijuk 1.00 kg 15,000.00 15,000.00

21 Material bantu 1.00 ls -

22 Minyak Bekisting 1.00 ltr 50,000.00 50,000.00

23 Minyak Pelumas 1.00 ltr -

24 Ornamen Kolom 1.00 bh -

25 Pagar pengaman dan besi pipa 1.00 m2 -

26 Panel beton prcetak un. Pagar 1.00 bh -

27 Panel Induk 1.00 unit -

28 Polycarbonite 1.00 lbr -

29 Pompa submersible 1.00 unit -

30 Railling Tngga Virkan 1.00 m2 -

31 Railling Tangga Pipa 1.00 m2 -

32 Seal Tape / TBA 1.00 buah -

33 Sending daun jendela 1.00 buah -

34 Sending daun pintu 1.00 buah -

35 Sending kosen pintu / jendela 1.00 m' -

36 Sewa alat sandblasting 1.00 hr -

37 Sewa Genset 1.00 hr -

38 Sewa Mesin Las 1.00 hr -

39 Sew Mesin Bor 1.00 hr -

40 Sewa pompa Tes 1.00 hr -

41 Spot light 1.00 buah -

42 Sub panel 1.00 buah -

43 Sumur bor dalam 1.00 unit -

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44 Sunscreen Alumunium 1.00 m3 -

45 Tali ijuk 1.00 kg -

46 Telephone outlet 1.00 buah -

47 Timah 1.00 kg -

48 Vertical Blind 1.00 m2 -

49 Vonetion Blind 1.00 m2 -

50 Wallpaper 1.00 m2 -

51 Waterstop lebar 200 mm 1.00 m' -






ASPHAL -

1 Aspal Curah 1.00 drum -

2 Aspal Pertamina KW. I 1.00 drum -

3 Aspal Shell Ex. Singpura 1.00 drum -

BAHAN MATERIAL TERPASANG -

1 Auning + Rangka hollow 1.00 m2 -

2 Polycarbonat ex. Twilite rangka hollow 1.00 m2 -

3 Polycarbonat ex. Twilite rangka stainless 1.00 m2 -

4 Baja Truss Prof C .Z-Alm bent lbh= 8m 1 sd 1.00 m2 -

5 Baja Truss Prof C .Z-Alm bent lbh= 8m 2 sd 1.00 m2 -

6 Baja Truss Prof C .Z-Alm bent krng= 8m 1 sd 1.00 m2 -

7 Baja Truss Prof C .Z-Alm bent krng= 8m 2 1.00 m2 -

8 Pasang kisdam 1.00 m' -

9 Membran sheet water profing ex. Foxroc 1.00 m2 60,000.00 60,000.00

10 Kosen ALUMINIUM warna 4" ex. Elexindo 1.00 m' -

11 Kosen ALUMINIUM putih 4" ex. Elexindo 1.00 m' -

12 Kosen ALUM warna 4,5x10x0,1 ex. Indal 1.00 m' -

13 Kosen ALUM 4,5x10x0,1 putih ex. Indal 1.00 m' -

14 Keray aluminium 1.00 m2 -

15 Jalusi aluminium 1.00 m2 -

16 Vertical Blind 1.00 m2 -

17 Plafond rangka Hollow 1.00 m2 -

18 Plafond rangka hollow galvanis 1.00 m2 -

19 Exhaust fan kecil ex. Maspion 1.00 bh -

20 Exhaust fan besar ex. Maspion 1.00 bh -

21 Pintu KM/WC PVC 200x70 1.00 bh -

22 Pintu KM/WC Aluminium 185 x 65 cm 1.00 bh -

23 Daun pintu + assc ALPHA / ATT warna 1.00 m2 -

24 Daun pintu + assc ALPHA / ATT putih 1.00 m2 -

25 Daun jend kaca+assc ALPHA/ATT l warna 1.00 m2 -

26 Daun jend kaca+assc ALPHA/ATT putih 1.00 m2 -

27 Assesories pintu Floorhang "DORMA" 1.00 BH -

28 Assesories pintu Floorhang "ALPHA" 1.00 BH -

29 Kansteen Besar 15x30x50 cm 1.00 m' -

30 Kansteen Kecil 15x20x50 cm 1.00 m' -

31 Lampu SL ex. PHILLIPS watt 14 1.00 unit -

32 Lampu SL ex. PHILLIPS watt 18 1.00 unit -

33 Lampu dop )bolamp) ex. PHILLIPS 1.00 unit -

34 Downlicht PANASONIC 1.00 bh -

35 Downlicht lokal 1.00 bh -

36 Saklar Tunggal ex BROCO 1.00 bh -

37 Saklar Ganda ex BROCO 1.00 bh -

38 Stop kontak 1.00 bh -

39 Pas.Ins listrik non saklar/stop kontak 1.00 ttk -

40 Pintu rolling door Aluminium 1.00 m2 -

41 Box Cluvert U1000 K.350 (Besi 130 Kg 1.00 bh -

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42 Cover Cluvert 1000x1000x2400; besi 160 kg 1.00 bh -

PERALATAN SEWA -

1 Buldozer 1.00 jam 283,000.00 283,000.00

2 Motor Grader 100 HP 1.00 jam 264,000.00 264,000.00

3 Hydraulic Excavator 1.00 jam 208,000.00 208,000.00

4 Pneumatic Tire Roller 1.00 jam 140,000.00 140,000.00

5 Vibrator Roller 1.00 jam 202,000.00 202,000.00

6 Pemecah Batu 1.00 jam 667,000.00 667,000.00

7 Mesin Penyaring 1.00 jam -

8 Wheel Loader 1.00 jam 237,000.00 237,000.00

9 Wheel Tractor 1.00 jam 202,000.00 202,000.00

10 Mesin Gilas 3 Roda besi 8-10 ton 1.00 jam 129,000.00 129,000.00

11 Mesin Gilas Tandem 6-10 ton 1.00 jam 129,000.00 129,000.00

12 Mesin gilas Bergetar / Vibro roller 10 ton 1.00 jam 202,000.00 202,000.00

13 Mesin Gilas Roda karet 8-15 ton 1.00 jam 140,000.00 140,000.00

14 Mesin Gilas bergetar 1 ton 1.00 jam 202,000.00 202,000.00

15 Stamper 4 HP 1.00 jam 21,000.00 21,000.00

16 Mesin Penyempro Aspal 1.00 jam 38,000.00 38,000.00

17 Mesin Penyampur aspal 1.00 jam 4,492,000.00 4,492,000.00

18 Mesin Penghambar Aspal 1.00 jam 236,000.00 236,000.00

19 Truck Tangki Air 1.00 jam 136,000.00 136,000.00

20 Sewa Truck klas 3 dalam kota 1.00 jam 126,000.00 126,000.00

21 Dump Truck 3,5 ton 1.00 jam 136,000.00 136,000.00

22 Dump Truck 5 ton 1.00 jam 261,000.00 261,000.00

23 Pompa Air 1.00 jam 20,000.00 20,000.00

24 Tractor Equipment, etc 1.00 jam 261,000.00 261,000.00

25 Truck Aspal ( Asphalt Distrubutor ) 1.00 jam 261,000.00 261,000.00

26 Genset 1.00 jam 74,000.00 74,000.00

27 Batching Plant 1.00 jam 667,000.00 667,000.00

28 Truck Mixer 1.00 jam 261,000.00 261,000.00

29 Concrete Vibrator 1.00 jam 16,000.00 16,000.00

30 Concrete Paver 1.00 jam 293,000.00 293,000.00

31 Sewa bucket dan crane 1.00 jam 225,000.00 225,000.00

32 Concrete Pump 1.00 jam 285,000.00 285,000.00

33 Welding Set 1.00 jam 25,000.00 25,000.00

34 Sewa Crane 1.00 jam 225,000.00 225,000.00

35 Jack Hammer 1.00 jam 18,000.00 18,000.00

36 Theodholit 1.00 set 25,000.00 25,000.00

37 Surveyor 1.00 Oh 40,000.00 40,000.00

Surabaya, 23 November 2010

PT. ANGGREK MERAH

ALBERTINUS WIDYANTO

Direktur Utama

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DAFTAR HARGA BAHAN DAN MATERIALPROYEK PEMBANGUNAN GEDUNG MENEJEMEN 4 LANTAI

RUMAH SAKIT UMUM PROVINSI dr. SOEDONO MADIUNJALAN Dr. SOETOMO No. 29 MADIUN - JAWA TIMUR

No. URAIAN TENAGA KERJA KOOEF HARGA ( Rp )


TANAH / PASIR1 Agregat Kelas A 1.00 m3 70,000.00 70,000.00 2 Agregat Kelas B 1.00 m3 60,000.00 60,000.00 3 Pasir Beton 1.00 m3 140,000.00 140,000.00 4 Pasir Cor 1.00 m3 140,000.00 140,000.00 5 Pasir Hitam 1.00 m3 150,000.00 150,000.00 6 Pasir Pasang 1.00 m3 135,000.00 135,000.00 7 Pasir Silikon 1.00 kg 7,800.00 7,800.00 8 Pasir Urug 1.00 m3 85,000.00 85,000.00 9 Sirtu 1.00 m3 85,000.00 85,000.00

10 Tanah Liat 1.00 m3 65,000.00 65,000.00 11 Tanah Urug 1.00 m3 75,000.00 75,000.00 12 Tanah urug taman / ketel 1.00 m3 70,000.00 70,000.00

BATU BATA /BETON BLOCK/PAVING/STENSLAG1 Bata Berongga 1.00 bh - 2 Bata 1.00 bh 590.00 590.00 3 Batako 1.00 bh - 4 Batu ampyang 1.00 zak - 5 Batu apung 1.00 kg - 6 Batu belah gunung 1.00 m3 - 7 Batu belah kali 1.00 m3 145,000.00 145,000.00 8 Batu granito 1.00 kg - 9 Batu kali 1.00 m3 -

10 Batu kapur 1.00 zak - 11 Batu kerikil pasir 1.00 m3 95,000.00 95,000.00 12 Batu kerikil tersaring 1.00 m3 90,000.00 90,000.00 13 Batu koral 1.00 m3 125,000.00 125,000.00 14 Batu lempeng 1.00 m2 135,000.00 135,000.00 15 Batu Palimanan 1.00 m2 - 16 Batu Pecah mesin 1/2 1.00 m3 150,000.00 150,000.00 17 Batu Pecah mesin 1/2 1.00 m3 150,000.00 150,000.00 18 Batu Pecah mesin 2/3 1.00 m3 150,000.00 150,000.00 19 Batu Pecah mesin 3/5 1.00 m3 150,000.00 150,000.00 20 Batu Pecah mesin 4/6 - 5/7 1.00 m3 150,000.00 150,000.00 21 Batu Terraso 1.00 kg - 22 Batu tempel hitam/Batu candi 1.00 m2 87,000.00 87,000.00 23 Batu Klingker 1.00 bj 11,500.00 11,500.00 24 Batu Ampyang 1.00 m2 - 25 Batu Gilang ex. Jember ( simetris ) 1.00 m2 - 26 Batu Gilang ex. Jember ( ansimetris ) 1.00 m2 - 27 Batu Gilang ex. Cirebon ( simetris ) 1.00 m2 175,000.00 175,000.00 28 Batu Gilang ex. Cirebon ( ansimetris ) 1.00 m2 - 29 Batu Bobos uk. 10 x 20 x 1,5 cm 1.00 m2 16,000.00 16,000.00 30 Rooster kerawangan 11 x 12 x 24 1.00 bh - 31 Rooster kerawangan 11 x 22 x 22 1.00 bh - 32 Rooster beton 11 x 20 x 22 1.00 bh - 33 Batu tempel kasar / marmo 1.00 m2 - 34 Bt temp halus ( candi/hitam dan palimanan ) 1.00 m2 88,000.00 88,000.00 35 Batu sirih / alur (hitam / kuning) 1.00 m2 39,000.00 39,000.00 36 Batu alur andesit hitam 1.00 m2 - 37 Batu koral hitam ex NTT 1.00 m2 - 38 Batu koral hitam ex. Tulungagung 1.00 m2 - 39 Batu tempel Terrakota / Karangpilang 1.00 m2 - 40 List batu andesit p=40 cm, lebar = 5cm 1.00 m' - 41 List batu candi p=40 cm lebar = 5 cm 1.00 m' - 42 Batako 1.00 bj 8,500.00 8,500.00 43 Concrete block ( CB 10 ) 1.00 bh - 44 Concrete block ( CB 15 ) 1.00 bh - 45 Concrete block ( CB 20 ) 1.00 bh - 46 Hollow Block ( HB.10 ) 1.00 bh - 47 Hollow Block ( HB.15 ) 1.00 bh - 48 Hollow Block ( HB.20 ) 1.00 bh - 49 Kansteen 1.00 m' - 50 Paving Block 1.00 m2 - 51 Paving stone natural 6 cm 1.00 m2 38,000.00 38,000.00 52 Paving Stone natural 8 cm 1.00 m2 54,000.00 54,000.00 53 Rooster 1.00 bh 4,500.00 4,500.00 54 Stenslag / batu pecah tangan 2/3 1.00 m3 - 55 Stenslag / batu pecah tangan 1/2 1.00 m3 - 56 Stenslag / batu pecah tangan 3/5 1.00 m3 -

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57 Stenslag / batu pecah tangan 4/6 - 5/7 1.00 m3 - 58 Glass Block 1.00 m3 30,000.00 30,000.00

SEMEN - 1 Delosit 1.00 zak 65,000.00 65,000.00 2 Gamping 1.00 kg - 3 Gamping Bongkahan 1.00 m3 - 4 Gamping Bubukan 1.00 m3 - 5 Kapur 1.00 m3 145,000.00 145,000.00 6 PC Gresik 1.00 kg 1,200.00 1,200.00 7 PC Grouting 1.00 kg - 8 PC Putih 1.00 kg - 9 PC Warna 1.00 kg 9,000.00 9,000.00

10 Semen 40 kg 1.00 zak 47,000.00 47,000.00 11 Semen 50 kg 1.00 zak 57,000.00 57,000.00 12 Semen Merah 1.00 m3 55,550.00 55,550.00 13 Semen putih 1.00 kg 61,000.00 61,000.00

- BUIS BETON -

1 Buis beton Ø 20 cm 1.00 bh - 2 Buis beton Ø 30 cm 1.00 bh - 3 Buis beton Ø 40 cm 1.00 bh - 4 Buis beton Ø 60 cm 1.00 bh - 5 Buis beton Ø 70 cm 1.00 bh - 6 Buis beton Ø 80 cm 1.00 bh - 7 Buis beton Ø 90 cm 1.00 bh - 8 Buis beton Ø 100 cm 1.00 bh 280,000.00 280,000.00 9 Buis beton U - Ø 20 cm 1.00 bh -

10 Buis beton U - Ø 30 cm 1.00 bh - 11 Pagar Panel (Precast Pabrik) tinggi 1.20 M 1.00 m' - 12 Pagar Panel (Precast Pabrik) tinggi 1.60 M 1.00 m' - 13 Pagar Panel (Precast Pabrik) tinggi 2.00 M 1.00 m' - 1415

BESI - 1 Baja WF dan Canal C 1.00 kg 9,800.00 9,800.00 2 Baut segala ukuran 1.00 kg - 3 Besi Bronjong 1.00 kg - 4 Besi baja paku-paku jembatan 1.00 kg - 5 Besi Plat Bordes 4"x8" tebal 3 mm 1.00 kg - 6 Besi plat 4"x8" tebal 2 mm 1.00 kg - 7 Besi plat strip uk. 3x30 mm - 6 m 1.00 kg 9,000.00 9,000.00 8 Walter Mour 1.00 bh - 9 Plat Besi tebal 1 cm 1.00 kg -

10 Angkur Bolt 12 cm 1.00 m' - 11 Pagar BRC uk. 1.2 x 2.4 M 1.00 unit - 12 Pagar BRC PMG 2.4 M 1.00 unit - 13 Pintu Swing Ganda BRC 1.00 unit - 14 Pintu Dorong Ganda BRC 1.00 unit - 15 Besi Beton Ulir 1.00 kg 7,200.00 7,200.00 16 Besi beton Polos 1.00 kg 7,100.00 7,100.00 17 Besi beugel / kavel 1.00 kg - 18 Besi Pipa Galvanis L-6m / Ø 2" 1.00 lnjr - 19 Besi Pipa Galvanis L-6m / Ø 2½" 1.00 lnjr - 20 Besi Pipa Galvanis L-6m / Ø 3" 1.00 lnjr - 21 Besi Pipa Galvanis L-6m / Ø 4" 1.00 lnjr - 22 Besi Pipa Galvanis L-6m / Ø ½" 1.00 lnjr - 23 Besi Pipa Galvanis L-6m / Ø ¾" 1.00 lnjr - 24 Besi Pipa Galvanis L-6m / Ø 1" 1.00 lnjr - 25 Besi Pipa Galvanis L-6m / Ø 1¼" 1.00 lnjr - 26 Besi plat kecil KS 3"- 6 m 1.00 lnjr - 27 Besi strip 1.00 kg 9,000.00 9,000.00 28 Besi Hollow 40/40 1.00 Bh 67,500.00 67,500.00 29 Besi Hollow 20/20 1.00 bH 51,000.00 51,000.00 30 Pagar Besi 1.00 m2 450,000.00 450,000.00

- ALUMUNIUM -

1 Aluminium Foil / Sesalation 1.00 kg - 2 Atap alumunium 1.00 kg - 3 Aluminium Truss Rangka Galvalume t=0.8 mm 1.00 m2 100,000.00 100,000.00 4 Alumunium Truss Rangka Galvalum t= 0.5 mm 1.00 m2 87,500.00 87,500.00 5 Alumunium bubung atap 1.00 m2 125,000.00 125,000.00 6 Alumunium Metal Clidding Colour 1.00 m2 485,000.00 485,000.00 7 Jendela alumunium coklat ex. INDALEX 1.00 m' 75,000.00 75,000.00 8 Jendela alumunium putih ex. INDALEX 1.00 m' 75,000.00 75,000.00 9 Kosen alumunium coklat ex. INDALEX 1.00 m' -

10 Kosen alumunium putih ex. INDALEX 1.00 m' - 11 Pintu alumunium 1.00 m2 - 12 Profil alumunium T 1.00 m' - 13 Atap Galvalume 1.00 bh -

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14 Bubungan atap Galvalume 4 mm 1.00 lmb - 15 Rolling Door 1.00 m2 -

KAWAT - 1 Kawat Elektrode 1.00 kg 21,000.00 21,000.00 2 Kawat Kabel Prestressed 1.00 kg - 3 Kawat bendrat 1.00 kg 10,500.00 10,500.00 4 Kawat beton / Bendrat RRT 1.00 kg - 5 Kawat duri / pagar 1.00 rol - 6 Kawat galvanis 2 mm 1.00 kg - 7 Kawat galvanis 3 mm 1.00 kg - 8 Kawat harmonika 1.00 m2 - 9 Kawat harmonika gas 1.00 m2 -

10 Kawat nyamuk / kasa Besi 1.00 m2 - 11 Kawat nyamuk / kasa plastik 1.00 m2 -

- PAKU -

1 Paku 1½ " 1.00 kg 11,000.00 11,000.00 2 Paku 1¼ " 1.00 kg 11,000.00 11,000.00 3 Paku 1" 1.00 kg 11,000.00 11,000.00 4 Paku 2" 1.00 kg 11,000.00 11,000.00 5 Paku 2½ " 1.00 kg 11,000.00 11,000.00 6 Paku 3" 1.00 kg 11,000.00 11,000.00 7 Paku 4" 1.00 kg 11,000.00 11,000.00 8 Paku 5" 1.00 kg 11,000.00 11,000.00 9 Paku 6" 1.00 kg 13,000.00 13,000.00

10 Paku Asbes segala ukuran 1.00 kg 13,000.00 13,000.00 11 Paku Beton 1.00 kg 20,000.00 20,000.00 12 Paku Kait segala ukuran 1.00 kg - 13 Paku Kayu segala ukuran 1.00 kg 13,000.00 13,000.00 14 Paku Keling 1.00 bh 12,500.00 12,500.00 15 Paku Payung 1.00 kg 13,000.00 13,000.00 16 Paku Reng 1.00 kg 11,000.00 11,000.00 17 Paku Seng Segala ukuran 1.00 kg 9,000.00 9,000.00 18 Paku Sumbat segala ukuran 1.00 bh 13,000.00 13,000.00 19 Paku Triplex 1.00 kg 12,000.00 12,000.00 20 Paku Usuk 1.00 kg 11,000.00 11,000.00 21 Paku Skrup segala ukuran 1.00 bh 150.00 150.00

- KAYU UMUM -

1 Kayu begisting lokal 1.00 m3 2,500,000.00 2,500,000.00 2 Kayu Parancah 1.00 m3 2,500,000.00 2,500,000.00

KAYU BORNEO - 1 Balok 1.00 m3 5,200,000.00 5,200,000.00 2 Papan 2 x 20 cm 1.00 m3 5,250,000.00 5,250,000.00 3 Papan 3 x 20 cm 1.00 m3 5,250,000.00 5,250,000.00 4 Papan 2 x 30 cm 1.00 m3 5,250,000.00 5,250,000.00 5 Reng 2/3 - 3/5 1.00 m3 5,200,000.00 5,200,000.00 6 Usuk 5/7 - 4/6 1.00 m3 5,200,000.00 5,200,000.00

KAYU MERANTI - 1 Balok 1.00 m3 3,800,000.00 3,800,000.00 2 Papan 2 x 20 cm 1.00 m3 2,200,000.00 2,200,000.00 3 Papan 3 x 20 cm 1.00 m3 4,100,000.00 4,100,000.00 4 Papan 2 x 30 cm 1.00 m3 - 5 Reng 2/3 - 3/5 1.00 m3 - 6 Usuk 5/7 - 4/6 1.00 m3 2,500,000.00 2,500,000.00 7 Kayu Meranti Papan 2/20 1.00 m3 -

KAYU DAMAR LAUT - 1 Balok p= 4 M 1.00 m3 - 2 Papan l=20 CM 1.00 m3 - 3 Usuk / FP = 4 M 1.00 m3 -

KAYU KRUING - 1 Balok 1.00 m3 2,650,000.00 2,650,000.00 2 Papan 2 x 20 cm 1.00 m3 - 3 Papan 3 x 20 cm 1.00 m3 - 4 Papan 2 x 30 cm 1.00 m3 - 5 Reng 2/3 - 3/5 1.00 m3 - 6 Usuk 5/7 - 4/6 1.00 m3 -

KAYU BENGKIRAI - 1 Balok 1.00 m3 - 2 Papan 2 x 20 cm 1.00 m3 - 3 Papan 3 x 20 cm 1.00 m3 - 4 Papan 2 x 30 cm 1.00 m3 - 5 Reng 2/3 - 3/5 1.00 m3 - 6 Usuk 5/7 - 4/6 1.00 m3 -

KAYU KAMPER - 1 Balok 1.00 m3 8,800,000.00 8,800,000.00 2 Papan 2 x 20 cm 1.00 m3 - 3 Papan 3 x 20 cm 1.00 m3 - 4 Papan 2 x 30 cm 1.00 m3 8,900,000.00 8,900,000.00 5 Reng 2/3 - 3/5 1.00 m3 3,850,000.00 3,850,000.00

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6 Usuk 5/7 - 4/6 1.00 m3 5,200,000.00 5,200,000.00 KAYU JATI Ex. MALANG -

1 Balok 1.00 m3 7,600,000.00 7,600,000.00 2 Papan 2 x 20 cm 1.00 m3 - 3 Papan 3 x 20 cm 1.00 m3 - 4 Papan 2 x 30 cm 1.00 m3 17,500,000.00 17,500,000.00 5 Reng 2/3 - 3/5 1.00 m3 15,000,000.00 15,000,000.00 6 Usuk 5/7 - 4/6 1.00 m3 -

KAYU JATI Ex. MADIUN / NGAWI - 1 Balok 1.00 m3 - 2 Papan 2 x 20 cm 1.00 m3 - 3 Papan 3 x 20 cm 1.00 m3 - 4 Papan 2 x 30 cm 1.00 m3 - 5 Reng 2/3 - 3/5 1.00 m3 - 6 Usuk 5/7 - 4/6 1.00 m3 -

KAYU JATI Ex. BOJONEGORO - 1 Balok 1.00 m3 12,500,000.00 12,500,000.00 2 Papan 2 x 20 cm 1.00 m3 13,000,000.00 13,000,000.00 3 Papan 3 x 20 cm 1.00 m3 13,500,000.00 13,500,000.00 4 Papan 2 x 30 cm 1.00 m3 - 5 Reng 2/3 - 3/5 1.00 m3 - 6 Usuk 5/7 - 4/6 1.00 m3 -

KAYU LAIN-LAIN - 1 Kayu bakar 1.00 m3 - 2 Kayu Bambu Ø 10 cm 1.00 btng 20,000.00 20,000.00 3 Kayu Bambu Ø 6-8 cm 1.00 btng 20,000.00 20,000.00 4 Bilik bambu 1.00 m2 - 5 Kayu Dolken Ø8 cm 1.00 btng 14,000.00 14,000.00 6 Gedeg 2 x 3 m 1.00 lbr 25,000.00 25,000.00 7 Kayu Albasiah 1.00 m3 - 8 Kayu Ramin 1.00 m3 - 9 List Kayu 2/4 1.00 m' -

10 List Kayu profil 1.00 m' - 11 Sirap 1.00 m3 -

ATAP - BUBUNGAN - TALANG - 1 Bubung Sirap 1.00 bh - 2 Bubung Genteng aspal 1.00 bh - 3 Bubung genteng beton 1.00 bh - 4 Bubung Genteng biasa ex. Malang 1.00 bh - 5 Bubung Genteng Karangpilang ex. Malang 1.00 bh - 6 Bubung Genteng Karangpilang ex. Surabaya 1.00 bh 22,500.00 22,500.00 7 Bubung Genteng Karangpilang ex. Trenggalek 1.00 bh - 8 Bubung Genteng kodok glazur 1.00 bh 9,500.00 9,500.00 9 Bubung Genteng Metal 1.00 bh -

10 Bubung Pelentong Kecil 1.00 bh - 11 Bubung Genteng Pelentong besar / super 1.00 bh - 12 Bubung Genteng prss ex. Trenggalek 1.00 bh - 13 Bubung Atap seng galvalum 1.00 m2 - 14 Bubung Paten 0,92 m 1.00 lmb - 15 Bubung Paten 1,o5 m 1.00 lmb - 16 Bubung Paten 1,08 m 1.00 lmb - 17 Bubung Seng gelombang 1.00 lmb - 18 Bubung Stel Gelombang 0,92 m 1.00 lmb - 19 Bubung Stel Gelombang 1,05 m 1.00 lmb - 20 Bubung Stel Gelombang 1,08 m 1.00 lmb - 21 Bubung stel rata 0,92 m 1.00 lmb - 22 Bubung stel rata 0,92 m 1.00 lmb - 23 Genteng Aspal 1.00 lmb - 24 Genteng Beton 1.00 bh - 25 Genteng Beton Maestro Royal 1.00 bh - 26 Genteng Biasa ex. Malang 1.00 bh - 27 Genteng kaca 1.00 bh - 28 Genteng Kaca Beton Kupu-kupu 1.00 bh - 29 Genteng Kaca Kodok Kupu-kupu 1.00 bh - 30 Genteng Karangpilang ex. Malang 1.00 bh - 31 Genteng Karangpilang ex. Surabaya 1.00 bh 4,500.00 4,500.00 32 Genteng Karangpilang ex. Trenggalek 1.00 bh - 33 Genteng Keramik Natural KIA 1.00 bh - 34 Genteng Keramik Warna KIA 1.00 bh 6,800.00 6,800.00 35 Genteng Kodok Glazuur 1.00 bh - 36 Genteng Kodok Good Years 1.00 bh 6,800.00 6,800.00 37 Genteng Metal 1.00 bh - 38 Genteng Palentong kecil 1.00 bh - 39 Genteng kaca Palentong supr / besar 1.00 bh - 40 Genteng Press Trenggalek 1.00 bh - 41 Asbes Gelombang 4 mm 300 x 1,05 m 1.00 lmb - 42 Asbes Gelombang 4 mm 240 x 1,05 m 1.00 lmb - 43 Asbes Gelombang 4 mm 210 x 1,05 m 1.00 lmb - 44 Asbes Gelombang 4 mm 150 x 1,05 m 1.00 lmb - 45 Asbes Gelombang 5 mm 250 x 0,92 m 1.00 lmb -

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46 Asbes Gelombang 5 mm 225 x 0,92 m 1.00 lmb - 47 Asbes Gelombang 5 mm 180 x 0,92 m 1.00 lmb - 48 Asbes Gelombang 11 Atrisco 150 x 80 x 3,5 mm 1.00 lmb - 49 Asbes Gelombang 14 Atrisco 150 x105 x 4 mm 1.00 lmb - 50 Asbes Gelombang 4 Atrisco 150x105x4mm 1.00 lmb - 51 Asbes Gelombang 6,5 Atrisco 150x110x5mm 1.00 lmb - 52 Asbes Gelombang Besar Jabesmen 300x102x5 mm 1.00 lmb - 53 Asbes Gelombang Kecil Jabesmen 380x105x4mm 1.00 lmb - 54 Asbes Gelombang 200x0.92x 5mm 1.00 lmb - 55 Asbes Gelombang 270x108x6mm 1.00 lmb - 56 Asbes Gelombang 210x108x6mm 1.00 lmb - 57 Asbes Gelombang 180x108x6mm 1.00 lmb - 58 Asbes Nok Gelombang ex. Atrisco 11 - 30x80x3,5mm 1.00 lmb - 59 Asbes Nok Gelombang ex. Atrisco 14- 30x105x4mm 1.00 lmb - 60 Asbes Nok Gelombang ex. Atrisco 6,5 -50x110x5mm 1.00 lmb - 61 Asbes Gelombang 270x105x4 mm 1.00 lmb - 62 Atap Policarbonat 1.00 m2 105,932.20 105,932.20 63 Roof Light Fibreglass 1.00 m2 - 64 Seng Datar ex. Elephant 0,2x30 cm 1.00 lmb - 65 Seng Datar ex. Elephant 0,30 x 50 cm 1.00 lmb - 66 Seng Datar ex. Elephant 0,40 x 90 cm 1.00 lmb - 67 Seng Gelombang ex. Elephant 180x80x0,2 cm 1.00 lmb 44,000.00 44,000.00 68 Seng Gelombang ex. Elephant 210x80x0,20 cm 1.00 lmb - 69 Seng Gelombang ex. Elephant 240x80x0,2 cm 1.00 lmb - 70 Seng Gelombang ex. Elephant 300x80x0,2 cm 1.00 lmb - 71 Seng Plat BJLS L= 0,45 m 1.00 m' - 72 Seng Plat BJLS L= 0,60 m 1.00 m' - 73 Seng Plat BJLS L= 0,90 m 1.00 m' 38,000.00 38,000.00 74 Seng Plat BJLS 24 1.00 lmb - 75 Seng Plat BJLS 28 1.00 lmb - 76 Soft Board 1.00 lmb - 77 Talang Plastik Biasa 50 cm 1.00 bh - 78 Talang Plastik Biasa 60 cm 1.00 bh - 79 Talang Plastik Biasa 75 cm 1.00 bh - 80 Talang Plastik Biasa 90 cm 1.00 bh - 81 Talang PVC kotak 4 x 13 cm 1.00 bh - 82 Glass wol 1.00 Rol 925,000.00 925,000.00 83 Roof Mes 1.00 Rol 450,000.00 450,000.00 84 Alluminium foil /insulation double side 1.00 Rol 1,250,000.00 1,250,000.00 85 Allumunium Tape 1.00 Rol 26,500.00 26,500.00

PLAFOND - 1 Akustik 30x30 cm 1.00 lbr - 2 Akustik 30x60 cm 1.00 lbr - 3 Akustik 60x120 cm 1.00 lbr - 4 Asbes 100x100x6 mm 1.00 lbr 12,500.00 12,500.00 5 Asbes 100x100x5 mm 1.00 lbr - 6 Asbes 100x100x4 mm 1.00 lbr - 7 Asbes 100x100x3,5 mm 1.00 lbr - 8 Asbes rata jabesmen 50 x 100 mm 1.00 lbr - 9 Asbes super rata Atrisco 50 x 100 x 2,8 mm 1.00 lbr -

10 Kalsiboard 1,00x1,00 ex. Gresik 1.00 lbr - 11 Kalsiboard 1,20x2,40 ex. Gresik 1.00 lbr - 12 Gyp board 1,20x2,40 m tabal 9 mm 1.00 lbr 65,000.00 65,000.00 13 Gypsum board 1,20x2,40 m tabal 12 mm 1.00 lbr 110,000.00 110,000.00 14 List Gypsum lebar 7 cm 1.00 m' - 15 List Gypsum lebar 12 cm 1.00 m' - 16 List Gypsum lebar 15 cm 1.00 m' 15,000.00 15,000.00 17 List Profil Kayu Kamper 1/7 1.00 m' - 18 List Profil Kayu Kamper 1/10 1.00 m' 10,000.00 10,000.00 19 List Profil Kayu Kamper 1/15 1.00 m' - 20 List kayu jati profil 1.5/15 1.00 m' - 21 List kayu pelipit meranti 1.00 m' - 22 Papan GRC t= 9mm lebar= 20 cm 1.00 m' - 23 Papan GRC t= 9mm lebar= 30 cm 1.00 m' - 24 GRC lengkung tinggi 7,5 cm 1.00 m2 - 25 Rangka metal furing 1.00 m2 25,000.00 25,000.00 26 Stifenner 1.00 m2 10,000.00 10,000.00 27 Juster penggantung 1.00 m2 2,500.00 2,500.00 28 Joint Tape 1.00 m2 6,500.00 6,500.00 29 Jointing Compound 1.00 m2 8,500.00 8,500.00 30 Steger 1.00 m2 -

KAYU LAPIS - 1 Multiplex tebal = 6 mm 1.00 lbr 65,000.00 65,000.00 2 Multiplex tebal = 9 mm 1.00 lbr 125,000.00 125,000.00 3 Multiplex tebal = 10 mm 1.00 lbr 121,500.00 121,500.00 4 Multiplex tebal = 12 mm 1.00 lbr 100,000.00 100,000.00 5 Multiplex tebal = 18 mm 1.00 lbr 180,000.00 180,000.00 6 Plywood 30 x 60 cm x 4 mm 1.00 m2 59,700.00 59,700.00 7 Plywood 30 x 60 cm x 6 mm 1.00 m2 83,500.00 83,500.00 8 Plywood 60 x 120 cm x 3 mm 1.00 m2 54,250.00 54,250.00

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9 Plywood 60 x 120 cm x 6 mm 1.00 m2 83,500.00 83,500.00 10 Plywood 120 x 240 cm x 3 mm 1.00 m2 56,000.00 56,000.00 11 Plywood lapis Aluminium 1.00 m2 108,350.00 108,350.00 12 Teakwood 30 x 60 cm x 4 mm 1.00 lbr 95,000.00 95,000.00 13 Teakwood 60 x 120 cm x 4 mm 1.00 lbr 95,000.00 95,000.00 14 Teakwood 120 x 240 cm x 3 mm 1.00 lbr 75,000.00 75,000.00 15 Triplex 3 mm 1.00 m2 40,000.00 40,000.00 16 Triplex 4 mm 1.00 m2 48,000.00 48,000.00

K A C A - 1 Daun pintu kaca tempered 8 mm 1.00 unit - 2 Glass Block 1.00 bh 25,000.00 25,000.00 3 Jendela Naco + assesories 1.00 m2 - 4 Kaca Buram tebal = 3 mm 1.00 m2 - 5 Kaca Buram tebal = 5 mm 1.00 m2 - 6 Kaca Buram tebal = 8 mm 1.00 m2 - 7 Kaca Buram tebal = 12 mm 1.00 m2 - 8 Kaca Cermin tebal = 5 mm 1.00 m2 175,000.00 175,000.00 9 Kaca Cermin tebal = 6 mm 1.00 m2 -

10 Kaca Cermin tebal = 8 mm 1.00 m2 - 11 Kaca Stopsol Blue Grey 6 mm 1.00 m2 - 12 Kaca Stopsol Blue Grey 8 mm 1.00 m2 - 13 Cladding Wall ex. Indal 1.00 m2 - 14 Curtain Wall 1.00 m' - 15 Sealent 1.00 klg 21,000.00 21,000.00 16 Kaca hitam Asahi 3 mm 1.00 m' - 17 Kaca Patri 4 mm 1.00 m' - 18 Kaca polos tebal = 3 mm 1.00 m' 75,000.00 75,000.00 19 Kaca polos tebal = 5 mm 1.00 m' 70,000.00 70,000.00 20 Kaca polos tebal = 8 mm 1.00 m' 130,000.00 130,000.00 21 Kaca polos Asahi tebal = 3 mm 1.00 m' - 22 Kaca polos Asahi tebal = 5 mm 1.00 m' 75,000.00 75,000.00 23 Kaca polos Asahi tebal = 8 mm 1.00 m' 140,000.00 140,000.00 24 Kaca Polos tebal = 12 mm 1.00 m' 240,000.00 240,000.00 25 Kaca Rayben tebal = 12 mm 1.00 m' - 26 Kaca Rayben tebal = 3 mm 1.00 m' - 27 Kaca Rayben tebal = 5 mm 1.00 m2 115,000.00 115,000.00 28 Kaca Rayben tebal = 8 mm 1.00 m2 125,000.00 125,000.00 29 Kaca " Wireglass" 1.00 daun - 30 Kaca Panting 1.00 m2 -

PENGGANTUNG - PENGUNCI - 1 Door Closer ex. Dorma 1.00 bh - 2 Door Closer ex. Alpha 1.00 bh - 3 Door Holder 1.00 bh - 4 Door Stop Import 1.00 bh - 5 Door Stop Diamond 1.00 bh - 6 Engsel Angin ex. Kuda 1.00 bh - 7 Engsel Jendela 1.00 bh 10,000.00 10,000.00 8 Engsel Jendela ex. Kuda 1.00 bh - 9 Engsel Kuningan Arch 1.00 bh 35,000.00 35,000.00

10 Engsel Pintu 1.00 bh 17,500.00 17,500.00 11 Engsel Pintu ex. Kuda 1.00 bh 32,500.00 32,500.00 12 Engsel Pintu H 1.00 bh 20,000.00 20,000.00 13 Grendel 3" ex. Muller 1.00 bh - 14 Grendel Biasa Besar ex. RRC 1.00 bh - 15 Grendel Biasa kecil ex. RRC 1.00 bh - 16 Grendel jendela kuningan 1.00 bh 19,500.00 19,500.00 17 Grendel pintu 1.00 bh 23,000.00 23,000.00 18 Grendel Espanyolet 1.00 bh - 19 Hak Angin 1.00 bh 45,000.00 45,000.00 20 Kunci Pintu KM/WC 1.00 ps 35,200.00 35,200.00 21 Kait Angin 1.00 bh - 22 Kunci Lemari 1.00 bh - 23 Kunci Pintu Napoli 1.00 bh - 24 Kunci Silinder 1.00 bh 35,200.00 35,200.00 25 Kunci Silinder Kuda 1.00 bh - 26 Kunci Slot 1.00 bh - 27 Kunci SES 1.00 bh - 28 Sealant 1.00 klg 21,000.00 21,000.00 29 Kunci Tanam 1.00 bh 142,000.00 142,000.00 30 Kunci Tanam antik 1.00 bh 250,000.00 250,000.00 31 Pegangan pintu kuningan 1.00 bh - 32 Pleser Lokal 8 mm 1.00 bh - 33 Pleser Lokal 10 mm 1.00 bh - 34 Pleser Lokal 12 mm 1.00 bh - 35 Rel pintu dorong 1.00 bh - 36 Slot / Kunci Pintu 1.00 bh - 37 Spring Knip 1.00 bh - 38 Pleser Lokal 16 mm 1.00 set - 39 Espanyolet 1.00 bh - 40 Fitrase 1.00 m2 -

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41 Foam Lapisan Karpet 1.00 m2 - 42 Karpet Standart 1.00 m2 - 43 Vertical Blid 1.00 m2 - 44 Kunci 2 Slaag setara LOGO-CISA 1.00 set 245,000.00 245,000.00 45 Handle set ( lever handle) 1.00 bh - 46 Pull Handle 40 SST dia 11/4" 1.00 set - 47 Kunci Pintu KM/WC 1.00 set - 48 Engsel Cashment 24" 1.00 set - 49 Slot Jendela 1.00 bh - 50 Kunci Slot 1.00 bh - 51 Hak Angin ( tipe Geser ) 1.00 bh - 52 Rel Pintu Geser 1.00 bh - 53 Door Closer 1.00 set 1,240,000.00 1,240,000.00 54 Flust Bolt 1.00 bh - 55 Panic handle 1.00 bh - 56 Floor Hinge 1.00 set - 57 Kick plate SS 1.00 set - 58 Bottom Patch 1.00 bh - 59 Top Patch 1.00 bh - 60 Top Pivot Plate 1.00 bh - 61 Corner lock 1.00 bh - 62 Mohair 1.00 m1 - 63 Dinabolt D 12 mm 1.00 bh - 64 Pisher D 5 mm 1.00 bh -

CAT MARKA JALAN - 1 Cat Thermolpastic Aastho M.249-77 1.00 kg - 2 Cat Thermolpastic Aastho M.249-79 1.00 kg - 3 Glassbed pottes 1.00 kg -

CAT KAYU / BESI / TEMBOK / GENTING. - 1 Amplas kasar 1.00 kg 3,000.00 3,000.00 2 Cat anti karat ex. Avian 1.00 kg 55,000.00 55,000.00 3 Cat Besi ex. Avian 1.00 kg 40,000.00 40,000.00 4 Cat Besi EMCO 1.00 kg 42,500.00 42,500.00 5 Cat Besi Patna 1.00 kg - 6 Cat dasar Besi 1.00 kg 45,000.00 45,000.00 7 Cat dasar Kayu 1.00 kg 29,500.00 29,500.00 8 Cat dasar Tembok 1.00 kg 10,500.00 10,500.00 9 Thinner / Minyak cat type A Biasa 1.00 kg 22,500.00 22,500.00

10 Thinner / Minyak cat type A Spesial 1.00 kg 14,500.00 14,500.00 11 Thinner / Minyak cat type B 1.00 kg 9,000.00 9,000.00 12 Cat Genteng Impra 1.00 kg - 13 Cat Genteng / Seng Belmas 1.00 kg - 14 Cat Genteng Aga 1.00 kg - 15 Cat Genteng 1.00 kg 23,000.00 23,000.00 16 Cat Kayu 1.00 kg 40,000.00 40,000.00 17 Cat Kayu Avian 1.00 kg - 18 Dempul Padang 1.00 kg 27,100.00 27,100.00 19 Dempul Coklat 1.00 bh - 20 Dempul Jadi 1.00 kg - 21 Filler 1.00 kg - 22 Kalkarium 1.00 kg - 23 Kapur Sirih 1.00 kg - 24 Kertas Gosok 1.00 lmb - 25 Cat Tembok Ex. Decolith 1.00 kg - 26 Cat Tembok Ex. Paragon 1.00 kg - 27 Cat Tembok Ex. Catylac INTERIOR 1.00 kg 12,500.00 12,500.00 28 Cat Tembok Ex. Catylac EXTERIOR 1.00 kg 26,500.00 26,500.00 29 Cat Tembok Ex. Mowilex warna Standart 1.00 kg - 30 Cat Tembok Ex. Mowilex warna khusus 1.00 kg - 31 Cat Tembok Ex. Vinilex 1.00 kg - 32 Cat Tembok Ex. Avitex 1.00 kg - 33 Cat Tembok Ex. Altex 1.00 kg - 34 Cat Tembok Ex. Levi's Exterior 1.00 kg - 35 Cat Tembok Ex. Levi's Interior 1.00 kg - 36 Cat Tembok Ex. Flora. 1.00 kg - 37 Kuas ukuran 1 RRT 1.00 bh - 38 Kuas ukuran 1,5 RRT 1.00 bh - 39 Kuas ukuran 2 RRT 1.00 bh - 40 Kuas ukuran 2,5 RRT 1.00 bh - 41 Kuas ukuran 3 RRT 1.00 bh - 42 Kuas ukuran 4 RRT 1.00 bh - 43 Kuas ukuran 5 RRT 1.00 bh - 44 Kuas Rol 1.00 bh 7,500.00 7,500.00 45 Lem Vinyl 1.00 kg 62,500.00 62,500.00 46 Lem Kayu 1.00 ltr 22,000.00 22,000.00 47 Lem Rajawali 1.00 kg - 48 Lem pipa PVC 1.00 kg - 49 Plamur Besi 1.00 kg - 50 Plamur Besi ex. Pedang 1.00 kg - 51 Plamur Kayu 1.00 kg -

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52 Plamur Kayu ex. Pedang 1.00 kg - 53 Plamur Tembok ex. Paragon 1.00 kg - 54 Plamur Tembok 1.00 kg 7,500.00 7,500.00 46 Spirtus 1.00 ltr 10,500.00 10,500.00 47 Teak Oil 1.00 ltr - 48 Residu 1.00 ltr - 49 Politur dasar 1.00 ltr - 50 Politur jadi ex. Mowilex 1.00 ltr - 51 Water Proffing 1.00 kg 45,000.00 45,000.00 52 Vernish Jadi 1.00 ltr - 53 Wood Filler 1.00 kg 75,000.00 75,000.00 54 Pewarna 1.00 sach 75,000.00 75,000.00 55 Kertas gosok No. 150 1.00 lbr 3,000.00 3,000.00 56 Kertas gosok no280 1.00 lbr 3,000.00 3,000.00 57 Shanding 1.00 kg 65,000.00 65,000.00 58 Clear Doof 1.00 kg 45,000.00 45,000.00 59 Coumpond 1.00 klng 40,000.00 40,000.00 60 Sewa alat bantu ( 1 set @ 3 alat ) 1.00 set 1,500,000.00 1,500,000.00 61 Sewa compresor 1.00 jam - 62 Soda Api 1.00 kg - 63 Serat fiber 1.00 m2 - 64 Wallpaper Eksklusif 1.00 m' 20,000.00 20,000.00 65 Sirlak 1.00 kg 178,000.00 178,000.00

KERAMIK - UBIN - 1 Gymfloor 1.00 m2 287,000.00 287,000.00 2 Internal Cove 5 x 5 x 20 cm 1.00 bh - 3 Keramik Lantai Artistik 5 x 20 1.00 bh - 4 Keramik lantai Artistik 10 x 10 1.00 bh - 5 Keramik Dinding 20 x 20 1.00 m2 - 6 Keramik lantai 20 x 20 Motif 1.00 m2 38,000.00 38,000.00 7 Keramik lantai 20 x 20 KM/WC 1.00 m2 - 8 Keramik lantai 20 x 20 putih MULIA 1.00 m2 - 9 Keramik lantai 20 x 20 Warna /Motif 1.00 m2 -

10 Keramik Dinding 20 x 25 1.00 m2 46,000.00 46,000.00 11 Keramik Dinding 20 x 25 polos`MULIA 1.00 m2 46,000.00 46,000.00 12 Keramik Dinding 20 x 25 Warna / Motif Mulia 1.00 m2 - 13 Keramik Lantai 30 x 30 Putih 1.00 m2 - 14 Keramik Lantai 30 x 30 Putih Mulia 1.00 m2 - 15 Keramik Lantai 30 x 30 Warna Mulia 1.00 m2 - 16 Keramik Lantai 30 x 30 Warna / Motif 1.00 m2 65,000.00 65,000.00 17 Keramik Lantai 40 x 40 Putih 1.00 m2 - 18 Keramik Lantai 40 x 40 Warna / Motif 1.00 m2 60,000.00 60,000.00 19 Keramik Lantai 40 x 40 Warna Mulia 1.00 m2 - 20 Plint Keramik Lntai 10 x 20 1.00 bh - 21 Plint Keramik Lantai 10 x 30 1.00 bh - 22 Plint Keramik Lantai 10 x 40 1.00 bh 37,400.00 37,400.00 23 Plint Ubin Terraso 10 x 30 1.00 bh - 24 Plint Ubin PC abu-abu 15 x 20 1.00 bh - 25 Ubin Granito warna Essenza 30 x 30 1.00 m2 - 26 Ubin Granito warna Hitam Essenza 60 x 60 1.00 m2 250,000.00 250,000.00 27 Ubin Panel Accura 20 x 25 - 12 lembar 1.00 m2 - 28 Ubin Panel Accura 20 x 25 - 20 lembar 1.00 m2 - 29 Ubin Panel Accura 20 x 25 - 4 lembar 1.00 m2 - 30 Ubin Panel Accura 20 x 25 - 6 lembar 1.00 m2 - 31 Marmer 100 x 100 1.00 m2 265,000.00 265,000.00 32 Marmer kwalitas export warna pink 0,60x 1m 1.00 m2 - 33 Marmer kw export warna krem 0,60 x 1 m 1.00 m2 - 34 Marmer kw export warna trotol dasar 0,60 x 1 m 1.00 m2 - 35 Batu GRANIT import Italy 1.00 m2 325,000.00 325,000.00 36 Texture GRANITONE 1.00 m2 - 37 PAVINGST ( K.125 ) warna abu2 t=8cm 1.00 m2 - 38 PAVINGST ( K.125 ) warna abu2 t=6cm 1.00 m2 - 39 PAVINGST KW.I tebal=8cm ( K.300) 1.00 m2 - 40 PAVINGST KW.I tebal=6cm ( K.300) 1.00 m2 - 41 Gress Block Beton 10 x 40 x 60 cm 1.00 m2 - 42 Karpet World Class 1.00 m2 - 43 Wallpaper Eksklusif 1.00 m2 - 44 Kansteen BDCM 1.00 m2 - 45 Kansteen 1.00 M' - 46 Stoper / uskup tebal 6 cm 1.00 m2 - 47 Stoper / uskup tebal 8 cm 1.00 m2 - 48 Floor Hardener 1.00 kg 25,000.00 25,000.00 49 Granite Tile Ukuran 30 x 30 Polished 1.00 m² 175,000.00 175,000.00 50 Granite Tile Ukuran 30 x 30 Unpolished 1.00 m² - 51 Granite Tile Ukuran 60 x 60 Polished 1.00 m² 250,000.00 250,000.00 52 Granite Tile Ukuran 60 x 60 Unpolished 1.00 m² - 53 Kansteen Uk. 15.18.40 1.00 bh - 54 Bumper Guard terpasang 1.00 m' - 55 Rail Guard terpasang 1.00 m' - 56 Bed Head terpasang 1.00 m' -

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57 Cubical Toilet terpasang 1.00 unit - 58 Timbal Sheet terpasang 1.00 m2 -

PERLENGK.KM - WC. - 1 Avoer plastik 1.00 bh - 2 Avoer stainless 1.00 bh - 3 Bathub Porselin 1.00 bh - 4 Bak Cuci Stainless Steel Ex. Maspion 1.00 bh - 5 Kaca Cermin 5 mm + Bevel 2 cm 1.00 M2 37,500.00 37,500.00 6 Closet Duduk ex. INA 1.00 bh 1,750,000.00 1,750,000.00 7 Closet Duduk Putih Porselin Komplit ex. INA 1.00 bh - 8 Closet Duduk Warna Porselin komplit ex. TOTO 1.00 bh - 9 Closet Jongkok putih ex. INA 1.00 bh -

10 Closet Jongkok Warna ex. TOTO 1.00 bh - 11 Closet Duduk Putih Porselin Komplit ex. INA Lux 1.00 bh - 12 Closet Jongkok putih ex. INA KW.A 1.00 bh - 13 Closet Jongkok Warna ex. TOTO Lux 1.00 bh - 14 Kran Air Ø½" 1.00 bh - 15 Kran Air Ø½" ex. Cina 1.00 bh - 16 Kran Air Ø¾" 1.00 bh - 17 Kran Air Ø¾" ex. Omeo 1.00 bh - 18 Kran Bathub Panas dan Dingin 1.00 bh - 19 Flexible 36 cm 1.00 bh - 20 Flexible 45 cm 1.00 bh - 21 Flexible 60 cm 1.00 bh 60,000.00 60,000.00 22 Flexible MB 30 cm 1.00 bh - 23 Flexible MB 40 cm 1.00 bh - 24 Seal Tape / Rol TBA 1.00 bh 115,000.00 115,000.00 25 Shower Spray ex. TOTO TX 403 SP1V 1.00 bh - 26 Sifon TOTO U-370 M 1.00 bh - 27 Stopkran air TOTO TS251 FT2 1.00 bh - 28 Tempat sabun keramik 1.00 bh - 29 Urinoar keramik 1.00 bh - 30 Washtafel lokal besar 1.00 bh 880,000.00 880,000.00 31 Washtafel lokal Kecil 1.00 bh - 32 Floor Drain (TOTO TX 1 B) 1.00 unit 115,000.00 126,500.00 33 Wastafel Meja Warna Standard Lengkap (L 546) 1.00 unit 1,000,000.00 1,100,000.00 34 Urinoar Type Muslim (U 57 M) 1.00 unit 1,245,000.00 1,394,400.00 35 Kran air Ø 1/2" atau Ø 3/4" (TOTO T23 B13) 1.00 bh 115,000.00 132,250.00 36 Kran Sink 1.00 bh - 37 Jet Washer (TOTO TX 423 SVINCR) 1.00 bh 95,000.00 109,250.00 38 Wastafel Gantung (L 237 V3) 1.00 unit - 39 Closet Duduk Standard lengkap TOTO C 48 1.00 unit 1,250,000.00 1,437,500.00 40 Closet Duduk TOTO CW 660 J 1.00 unit - 41 Closet Duduk Type difable (TOTO CW 705 L) 1.00 unit - 42 Kitchen Zink Stainless Standard Lokal ( 1 Lobang ) 1.00 bh - 43 Bak mandi fibergalss 1.00 bh - 44 Soap Holder (TOTO S 11 N) 1.00 bh 25,000.00 31,250.00 45 Tisue Holder (TS 116 R) 1.00 bh - 46 Hand Dryer 1.00 bh - 47 Towel Shelf (TOTO TX 4 A) 1.00 bh - 48 Towel Ring (TOTO TS 115 S) 1.00 bh - 49 Grab Bar (TOTO TX3 A2) 1.00 bh - 50 Double robe hook (TS 118 WS) 1.00 bh - 51 Partisi Ruang Closet 1.00 bh - 52 Kloset Jongkok 1.00 bh - 53 Flush Valve 1.00 bh - 54 Seal Tape 1.00 bh 7,500.00 8,625.00 55 Patisi Penyekat Urinoir (TOTO A 100) 1.00 bh - 56 Slop Sink 1.00 bh - 57 Single Lever Bath & Shower set (TOTO TX 432 SDZ) 1.00 bh -

PIPA DAN ACCESSORIES - 1 K / 100 PVC Ø 1,5 " 1.00 bh - 2 Knee Maspion Ø 1½" 1.00 bh - 3 Knee Maspion Ø 1" 1.00 bh - 4 Knee Maspion Ø ½" 1.00 bh - 5 Knee Maspion Ø 2½" 1.00 bh - 6 Knee Maspion Ø 2" 1.00 kg - 7 Knee Maspion Ø 3" 1.00 bh - 8 Knee Maspion Ø ¾" 1.00 bh - 9 Knee Maspion Ø 4" 1.00 bh -

10 Knee Galvanis Ø ½ " 1.00 bh - 11 Knee Galvanis Ø ¾ " 1.00 bh - 12 Knee Galvanis Ø1 " 1.00 bh - 13 Knee Galvanis Ø 1½ " 1.00 bh - 14 Knee Galvanis Ø2 " 1.00 bh - 15 Knee Galvanis Ø 2½ " 1.00 bh - 16 Knee Galvanis Ø3 " 1.00 bh - 17 Knee Galvanis Ø4 " 1.00 bh - 18 Knee PVC Ø ½ " 1.00 bh - 19 Knee PVC Ø 11/2 " 1.00 bh 6,900.00 6,900.00

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20 Knee PVC Ø 1 " 1.00 bh - 21 Knee PVC Ø 4 " 1.00 bh 56,100.00 56,100.00 22 Knee PVC Ø3 " 1.00 bh 27,370.00 27,370.00 23 Pipa Galvanis Ø ½ " 1.00 ljr - 24 Pipa Galvanis Ø ¾ " 1.00 ljr - 25 Pipa Galvanis Ø 1 " 1.00 ljr 864,000.00 864,000.00 26 Pipa Galvanis Ø 1½ " 1.00 ljr 1,290,000.00 1,290,000.00 27 Pipa Galvanis Ø 2 " 1.00 ljr 1,890,000.00 1,890,000.00 28 Pipa Galvanis Ø 3 " 1.00 ljr 2,952,000.00 2,952,000.00 29 Pipa PVC Type AW Ø ½ " 1.00 ljr - 30 Pipa PVC Type AW Ø ¾ " 1.00 ljr - 31 Pipa PVC Type AW Ø 1 " 1.00 ljr - 32 Pipa PVC Type AW Ø 1½ " 1.00 ljr - 33 Pipa PVC Type AW Ø 2 " 1.00 ljr - 34 Pipa PVC Type AW Ø 2½ " 1.00 ljr - 35 Pipa PVC Type AW Ø 3 " 1.00 ljr 245,000.00 245,000.00 36 Pipa PVC Type AW Ø 4 " 1.00 ljr 360,000.00 360,000.00 37 Pipa PVC Type AW Ø 6 " 1.00 ljr 452,000.00 452,000.00 38 Pipa PVC Type AW Ø 8 " 1.00 ljr - 39 Pipa PVC Type C Ø ½ " 1.00 ljr - 40 Pipa PVC Type C Ø ¾ " 1.00 ljr - 41 Pipa PVC Type C Ø 1" 1.00 ljr - 42 Pipa PVC Type C Ø 1½ " 1.00 ljr - 43 Pipa PVC Type C Ø 2 " 1.00 ljr - 44 Pipa PVC Type C Ø 2½ " 1.00 ljr - 45 Pipa PVC Type C Ø 3 " 1.00 ljr - 46 Pipa PVC Type C Ø 4 " 1.00 ljr - 47 Pipa PVC Type D Ø ½ " 1.00 ljr - 48 Pipa PVC Type D Ø ¾ " 1.00 ljr - 49 Pipa PVC Type D Ø 1" 1.00 ljr - 50 Pipa PVC Type D Ø 1½ " 1.00 ljr - 51 Pipa PVC Type D Ø 2 " 1.00 ljr - 52 Pipa PVC Type D Ø 2½ " 1.00 ljr - 53 Pipa PVC Type D Ø 3 " 1.00 ljr - 54 Pipa PVC Type D Ø 4 " 1.00 ljr - 55 Pipa Screen PVC Type AW Ø6" 1.00 ljr - 56 Shock Galvanis Ø ½ " 1.00 bh - 57 Shock Galvanis Ø ¾ " 1.00 bh - 58 Shock Galvanis Ø 1 " 1.00 bh - 59 Shock Galvanis Ø 1½ " 1.00 bh - 60 Shock Galvanis Ø 2 " 1.00 bh - 61 Shock Galvanis Ø 2½ " 1.00 bh - 62 Shock Galvanis Ø 3 " 1.00 bh - 63 Shock Galvanis Ø 4 " 1.00 bh - 64 Shock Maspion Ø ½" 1.00 bh - 65 Shock Maspion Ø ¾" 1.00 bh - 66 Shock Maspion Ø 1" 1.00 bh - 67 Shock Maspion Ø 1¼" 1.00 bh - 68 Shock Maspion Ø 2" 1.00 bh - 69 Shock Maspion Ø 3" 1.00 bh - 70 Shock Maspion Ø 4" 1.00 bh - 71 Shock PVC Ø ½" 1.00 bh - 72 Shock PVC Ø ¾" 1.00 bh - 73 Shock PVC Ø 1" 1.00 bh - 74 Shock PVC Ø 1½" 1.00 bh 5,400.00 5,400.00 75 Shock PVC Ø 2" 1.00 bh - 76 Shock PVC Ø 2½" 1.00 bh - 77 Shock PVC Ø 3" 1.00 bh 20,700.00 20,700.00 78 Shock PVC Ø 4" 1.00 bh 41,100.00 41,100.00 79 Pipa PVC Moof m' S-12,5 - Ø ½" 1.00 btng - 80 Pipa PVC Moof m' S-12,5 - Ø ¾" 1.00 btng - 81 Pipa PVC Moof m' S-12,5 - Ø 1" 1.00 btng - 82 Pipa PVC Moof m' S-12,5 - Ø 1½" 1.00 btng 32,500.00 32,500.00 83 Pipa PVC Moof m' S-12,5 - Ø 2" 1.00 btng - 84 Pipa PVC Moof m' S-12,5 - Ø 2½" 1.00 btng - 85 Pipa PVC Moof m' S-12,5 - Ø 3" 1.00 btng 92,220.00 92,220.00 86 Pipa PVC Moof m' S-12,5 - Ø 4" 1.00 btng 130,000.00 130,000.00 87 Pipa PVC Moof m' S-12,5 - Ø 6" 1.00 btng - 88 Pipa PVC Moof m' S-12,5 - Ø 8" 1.00 btng - 89 Pipa PVC Moof m' S-12,5 - Ø 10" 1.00 btng - 90 Pipa PVC Moof m' S-12,5 - Ø 12" 1.00 btng - 91 Pipa Air GI Ø ½" - Tebal = 1,5 mm 1.00 btng - 92 Pipa Air GI Ø ½" - Tebal = 1,8 mm 1.00 btng - 93 Pipa Air GI Ø ½" - Tebal = 2,0 mm 1.00 btng - 94 Pipa Air GI Ø ½" - Tebal = 2,2 mm 1.00 btng - 95 Pipa Air GI Ø ¾" - Tebal = 1,5 mm 1.00 btng - 96 Pipa Air GI Ø ¾" - Tebal = 1,8 mm 1.00 btng - 97 Pipa Air GI Ø ¾" - Tebal = 2,0 mm 1.00 btng - 98 Pipa Air GI Ø 1" - Tebal = 1,8 mm 1.00 btng - 99 Pipa Air GI Ø 1" - Tebal = 2,0 mm 1.00 btng -

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100 Pipa Air GI Ø 1" - Tebal = 2,30 mm 1.00 btng - 101 Pipa Air GI Ø 1" - Tebal = 2,5 mm 1.00 btng - 102 Pipa Air GI Ø 1" - Tebal = 2,8 mm 1.00 btng - 103 Pipa Air GI Ø 1¼" - Tebal = 1,8 mm 1.00 btng - 104 Pipa Air GI Ø 1¼" - Tebal = 2,30 mm 1.00 btng - 105 Pipa Air GI Ø 1¼" - Tebal = 2,8 mm 1.00 btng - 106 Pipa Air GI Ø 1½" - Tebal = 1,8 mm 1.00 btng - 107 Pipa Air GI Ø 1½" - Tebal = 2,0 mm 1.00 btng - 108 Pipa Air GI Ø 1½" - Tebal = 2,30 mm 1.00 btng - 109 Pipa Air GI Ø 1½" - Tebal = 2,5 mm 1.00 btng - 110 Pipa Air GI Ø 1½" - Tebal = 2,8 mm 1.00 btng - 111 Pipa Air GI Ø 2" - Tebal = 1,8 mm 1.00 btng - 112 Pipa Air GI Ø 2" - Tebal = 2,0 mm 1.00 btng - 113 Pipa Air GI Ø 2" - Tebal = 2,30 mm 1.00 btng - 114 Pipa Air GI Ø 2" - Tebal = 2,5 mm 1.00 btng - 115 Pipa Air GI Ø 2" - Tebal = 2,8 mm 1.00 btng - 116 Pipa Air GI Ø 2½" - Tebal = 2,30 mm 1.00 btng - 117 Pipa Air GI Ø 2½" - Tebal = 2,5 mm 1.00 btng - 118 Pipa Air GI Ø 2½" - Tebal = 2,8 mm 1.00 btng - 119 Pipa Air GI Ø 2½" - Tebal = 3,0 mm 1.00 btng - 120 Pipa Air GI Ø 3" - Tebal = 2,0 mm 1.00 btng - 121 Pipa Air GI Ø 3" - Tebal = 2,30 mm 1.00 btng - 122 Pipa Air GI Ø 3" - Tebal = 2,5 mm 1.00 btng - 123 Pipa Air GI Ø 3" - Tebal = 2,8 mm 1.00 btng - 124 Pipa Air GI Ø 3" - Tebal = 3,0 mm 1.00 btng - 125 Pipa Air GI Ø 4" - Tebal = 2,30 mm 1.00 btng - 126 Pipa Air GI Ø 4" - Tebal = 2,5 mm 1.00 btng - 127 Pipa Air GI Ø 4" - Tebal = 2,8 mm 1.00 btng - 128 Pipa Air GI Ø 4" - Tebal = 3,0 mm 1.00 btng - 129 Pipa Air GI Ø 4" - Tebal = 3,50 mm 1.00 btng - 130 Pipa Air GI Ø 6" - Tebal = 2,5 mm 1.00 btng - 131 Pipa Air GI Ø 6" - Tebal = 2,8 mm 1.00 btng - 132 Pipa Air GI Ø 6" - Tebal = 3,0 mm 1.00 btng - 133 Pipa Air GI Ø 6" - Tebal = 3,50 mm 1.00 btng - 134 Pipa Air GI Ø 6" - Tebal = 3,30 mm 1.00 btng - 135 Pipa Air GI Ø 8" - Medium 1.00 btng - 136 Pipa Air GI Ø 10" - Medium 1.00 btng - 137 Pipa Air GI Ø 12" - Medium 1.00 btng - 138 Pipa Air GI Ø 16" - Medium 1.00 btng - 139 Ball Valve ( Kuningan ) Ø ½" 1.00 bh - 140 Ball Valve ( Kuningan ) Ø ¾" 1.00 bh 65,000.00 65,000.00 141 Ball Valve ( Kuningan ) Ø 1" 1.00 bh - 142 Ball Valve ( Kuningan ) Ø 1¼" 1.00 bh - 143 Ball Valve ( Kuningan ) Ø 1½" 1.00 bh - 144 Ball Valve ( Kuningan ) Ø 2" 1.00 bh - 145 Ball Valve ( Kuningan ) Ø 3" 1.00 bh - 146 Ball Valve ( Kuningan ) Ø 4" 1.00 bh - 147 Ball Valve ( Kuningan ) Ø ½" 1.00 bh - 148 Ball Valve ( Kuningan ) Ø ½" 1.00 bh - 149 Klem PVC 1.00 bh 600.00 600.00

PERALATAN AIR BERSIH - 1 Pompa Air 1.00 unit - 2 Sumur Pompa Tangan Lengkap 1.00 unit - 3 Tandon air PVC 0,5 m3 1.00 bh - 4 Tandon air PVC 1 m3 1.00 bh - 5 Tandon air stainless 1,0 m3 1.00 bh - 6 Tandon air stinless 0,5 m3 1.00 bh -

INSTALASI LISTRIK - 1 Fitting Plafond 1.00 bh - 2 Isolator 1.00 m' - 3 Kabel NYA 2,5 mm 1.00 m' - 4 Kabel NYA 4,0 mm 1.00 m' - 5 Lampu pijar 5-40 watt 1.00 bh - 6 Lampu pijar 50 - 100 watt 1.00 bh - 7 Lampu TL komplit 40 watt 1.00 bh - 8 Lampu TL Komplit 20 watt 1.00 bh - 9 Lampu TL 4X20 Watt setara Artolite, armuture,Ignitor,Caps 1.00 bh -

10 Lampu TL 2X20 Watt setara Artolite, armuture,Ignitor,Caps 1.00 bh - 11 Lampu HPS (Armature,Balas,Ignitor.Caps) 70 W/220 1.00 bh - 12 Lampu HPS (Armature,Balas,Ignitor.Caps) 150 W/220 1.00 bh - 13 Lampu HPS (Armature,Balas,Ignitor.Caps) 250 W / 220 1.00 bh - 14 Lampu HPS (Armature,Balas,Ignitor.Caps) 400 W / 220 1.00 bh - 15 Bola lampu Mercury HPLN-220 V / 80 W 1.00 bh - 16 Bola lampu Mercury HPLN-220 V / 200 W 1.00 bh - 17 Lampu Natrium 250 W/ 220 V + Balast 1.00 bh - 18 Lampu Sorot (Armature,Balas,Ignitor.Caps) 250 watt 1.00 bh - 19 Lampu Sorot (Armature,Balas,Ignitor.Caps) 150 watt 1.00 bh - 20 Lampu XL ( Lilin ) 5 watt 1.00 bh - 21 Lampu XL ( Lilin ) 8 watt 1.00 bh - 22 Lampu XL ( Lilin ) 14 watt 1.00 bh -

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23 Lampu XL ( Lilin ) 18 watt 1.00 bh - 24 Lampu XL ( Lilin ) 23 watt 1.00 bh - 25 Las doof 1.00 bh - 26 Pasang baru PLN 1.00 ls - 27 Pipa Arde 1.00 m' - 28 Pipa PVC 5/8 " 1.00 ljr - 29 Saklar Broco 1.00 bh - 30 Stop Kontak Broco 1.00 bh - 31 T Dos PVC 1.00 bh - 32 Tambah Daya 2200 watt 1.00 ls - 33 Zekering Kast Lokal 1 Group 1.00 unit - 34 Zekering Kast Lokal 2 Group 1.00 unit - 35 Zekering Kast Lokal 3 Group 1.00 unit - 36 Tiang Oktogonal Singgle Hot Dipped Galv + Flenders 5m 1.00 unit - 37 Tiang Oktogonal Double Hot Dipped Galv + Flenders 5m 1.00 unit - 38 Tiang Oktogonal Singgle Hot Dipped Galv + Flenders 7 m 1.00 unit - 39 Tiang Oktogonal Double Hot Dipped Galv + Flenders 7 m 1.00 unit - 40 Tiang Oktogonal Singgle Hot Dipped Galv + Flenders 9 m 1.00 unit - 41 Tiang Oktogonal Double Hot Dipped Galv + Flenders 9 m 1.00 unit - 42 Tiang Oktogonal Singgle Hot Dipped Galv + Flenders 12 m 1.00 unit - 43 Tiang Oktogonal Double Hot Dipped Galv + Flenders 12 m 1.00 unit -

LAIN - LAIN - 1 AC Wall Mounted 8900 BTU / H 1 PK 1.00 bh - 2 Alat bantu pasang rangka plafond 1.00 ls - 3 Bahan terraso cor 1.00 m3 - 4 Bak Kontrol 40 x 40 x 50 cm 1.00 lot - 5 Batacota 1.00 kg - 6 Besi Holo 1.00 ljr - 7 Bor Strous 1.00 ttk 17,500.00 17,500.00 8 Elektrode 1.00 kg - 9 Formika 90 x 120 cm 1.00 lbr -

10 Gedeg Guling 1.00 m2 - 11 Grease 1.00 kg - 12 Grill ( tutup Saluran Air Hujan ) 1.00 unit - 13 Grounding 1.00 bh - 14 Grounding penangkala petir 1.00 lot - 15 Halogeen spot DL 50 watt 1.00 bh - 16 Kabel Coaxial 2 x 30 mm 1.00 m' - 17 Kawat BC 1.00 m' - 18 Kolom Beton pracetak un. Pagar 1.00 bh - 19 Lampu Gantung 1.00 buah - 20 Ijuk 1.00 kg 15,000.00 15,000.00 21 Material bantu 1.00 ls - 22 Minyak Bekisting 1.00 ltr 50,000.00 50,000.00 23 Minyak Pelumas 1.00 ltr - 24 Ornamen Kolom 1.00 bh - 25 Pagar pengaman dan besi pipa 1.00 m2 - 26 Panel beton prcetak un. Pagar 1.00 bh - 27 Panel Induk 1.00 unit - 28 Polycarbonite 1.00 lbr - 29 Pompa submersible 1.00 unit - 30 Railling Tngga Virkan 1.00 m2 - 31 Railling Tangga Pipa 1.00 m2 - 32 Seal Tape / TBA 1.00 buah - 33 Sending daun jendela 1.00 buah - 34 Sending daun pintu 1.00 buah - 35 Sending kosen pintu / jendela 1.00 m' - 36 Sewa alat sandblasting 1.00 hr - 37 Sewa Genset 1.00 hr - 38 Sewa Mesin Las 1.00 hr - 39 Sew Mesin Bor 1.00 hr - 40 Sewa pompa Tes 1.00 hr - 41 Spot light 1.00 buah - 42 Sub panel 1.00 buah - 43 Sumur bor dalam 1.00 unit - 44 Sunscreen Alumunium 1.00 m3 - 45 Tali ijuk 1.00 kg - 46 Telephone outlet 1.00 buah - 47 Timah 1.00 kg - 48 Vertical Blind 1.00 m2 - 49 Vonetion Blind 1.00 m2 - 50 Wallpaper 1.00 m2 - 51 Waterstop lebar 200 mm 1.00 m' - 52 Waterstop lebar 150 mm 1.00 m' - 53 Waterstop lebar 230 mm 1.00 m' - 54 Waterstop lebar 250 mm 1.00 m' - 55 Waterstop lebar 300 mm 1.00 m' - 56 Waterstop lebar 320 mm 1.00 m' -

ASPHAL - 1 Aspal Curah 1.00 drum -

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2 Aspal Pertamina KW. I 1.00 drum - 3 Aspal Shell Ex. Singpura 1.00 drum -

BAHAN MATERIAL TERPASANG - 1 Auning + Rangka hollow 1.00 m2 - 2 Polycarbonat ex. Twilite rangka hollow 1.00 m2 - 3 Polycarbonat ex. Twilite rangka stainless 1.00 m2 - 4 Baja Truss Prof C .Z-Alm bent lbh= 8m 1 sd 1.00 m2 - 5 Baja Truss Prof C .Z-Alm bent lbh= 8m 2 sd 1.00 m2 - 6 Baja Truss Prof C .Z-Alm bent krng= 8m 1 sd 1.00 m2 - 7 Baja Truss Prof C .Z-Alm bent krng= 8m 2 1.00 m2 - 8 Pasang kisdam 1.00 m' - 9 Membran sheet water profing ex. Foxroc 1.00 m2 60,000.00 60,000.00

10 Kosen ALUMINIUM warna 4" ex. Elexindo 1.00 m' - 11 Kosen ALUMINIUM putih 4" ex. Elexindo 1.00 m' - 12 Kosen ALUM warna 4,5x10x0,1 ex. Indal 1.00 m' - 13 Kosen ALUM 4,5x10x0,1 putih ex. Indal 1.00 m' - 14 Keray aluminium 1.00 m2 - 15 Jalusi aluminium 1.00 m2 - 16 Vertical Blind 1.00 m2 - 17 Plafond rangka Hollow 1.00 m2 - 18 Plafond rangka hollow galvanis 1.00 m2 - 19 Exhaust fan kecil ex. Maspion 1.00 bh - 20 Exhaust fan besar ex. Maspion 1.00 bh - 21 Pintu KM/WC PVC 200x70 1.00 bh - 22 Pintu KM/WC Aluminium 185 x 65 cm 1.00 bh - 23 Daun pintu + assc ALPHA / ATT warna 1.00 m2 - 24 Daun pintu + assc ALPHA / ATT putih 1.00 m2 - 25 Daun jend kaca+assc ALPHA/ATT l warna 1.00 m2 - 26 Daun jend kaca+assc ALPHA/ATT putih 1.00 m2 - 27 Assesories pintu Floorhang "DORMA" 1.00 BH - 28 Assesories pintu Floorhang "ALPHA" 1.00 BH - 29 Kansteen Besar 15x30x50 cm 1.00 m' - 30 Kansteen Kecil 15x20x50 cm 1.00 m' - 31 Lampu SL ex. PHILLIPS watt 14 1.00 unit - 32 Lampu SL ex. PHILLIPS watt 18 1.00 unit - 33 Lampu dop )bolamp) ex. PHILLIPS 1.00 unit - 34 Downlicht PANASONIC 1.00 bh - 35 Downlicht lokal 1.00 bh - 36 Saklar Tunggal ex BROCO 1.00 bh - 37 Saklar Ganda ex BROCO 1.00 bh - 38 Stop kontak 1.00 bh - 39 Pas.Ins listrik non saklar/stop kontak 1.00 ttk - 40 Pintu rolling door Aluminium 1.00 m2 - 41 Box Cluvert U1000 K.350 (Besi 130 Kg 1.00 bh - 42 Cover Cluvert 1000x1000x2400; besi 160 kg 1.00 bh -

PERALATAN SEWA - 1 Buldozer 1.00 jam 283,000.00 283,000.00 2 Motor Grader 100 HP 1.00 jam 264,000.00 264,000.00 3 Hydraulic Excavator 1.00 jam 208,000.00 208,000.00 4 Pneumatic Tire Roller 1.00 jam 140,000.00 140,000.00 5 Vibrator Roller 1.00 jam 202,000.00 202,000.00 6 Pemecah Batu 1.00 jam 667,000.00 667,000.00 7 Mesin Penyaring 1.00 jam - 8 Wheel Loader 1.00 jam 237,000.00 237,000.00 9 Wheel Tractor 1.00 jam 202,000.00 202,000.00

10 Mesin Gilas 3 Roda besi 8-10 ton 1.00 jam 129,000.00 129,000.00 11 Mesin Gilas Tandem 6-10 ton 1.00 jam 129,000.00 129,000.00 12 Mesin gilas Bergetar / Vibro roller 10 ton 1.00 jam 202,000.00 202,000.00 13 Mesin Gilas Roda karet 8-15 ton 1.00 jam 140,000.00 140,000.00 14 Mesin Gilas bergetar 1 ton 1.00 jam 202,000.00 202,000.00 15 Stamper 4 HP 1.00 jam 21,000.00 21,000.00 16 Mesin Penyempro Aspal 1.00 jam 38,000.00 38,000.00 17 Mesin Penyampur aspal 1.00 jam 4,492,000.00 4,492,000.00 18 Mesin Penghambar Aspal 1.00 jam 236,000.00 236,000.00 19 Truck Tangki Air 1.00 jam 136,000.00 136,000.00 20 Sewa Truck klas 3 dalam kota 1.00 jam 126,000.00 126,000.00 21 Dump Truck 3,5 ton 1.00 jam 136,000.00 136,000.00 22 Dump Truck 5 ton 1.00 jam 261,000.00 261,000.00 23 Pompa Air 1.00 jam 20,000.00 20,000.00 24 Tractor Equipment, etc 1.00 jam 261,000.00 261,000.00 25 Truck Aspal ( Asphalt Distrubutor ) 1.00 jam 261,000.00 261,000.00 26 Genset 1.00 jam 74,000.00 74,000.00 27 Batching Plant 1.00 jam 667,000.00 667,000.00 28 Truck Mixer 1.00 jam 261,000.00 261,000.00 29 Concrete Vibrator 1.00 jam 16,000.00 16,000.00 30 Concrete Paver 1.00 jam 293,000.00 293,000.00 31 Sewa bucket dan crane 1.00 jam 225,000.00 225,000.00 32 Concrete Pump 1.00 jam 285,000.00 285,000.00 33 Welding Set 1.00 jam 25,000.00 25,000.00 34 Sewa Crane 1.00 jam 225,000.00 225,000.00

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35 Jack Hammer 1.00 jam 18,000.00 18,000.00 36 Theodholit 1.00 set 25,000.00 25,000.00 37 Surveyor 1.00 Oh 40,000.00 40,000.00

Surabaya, 23 November 2010PT. ANGGREK MERAH

ALBERTINUS WIDYANTODirektur Utama

of 334

ANALISA HARGA SATUAN PEKERJAANPROYEK PEMBANGUNAN GEDUNG MENEJEMEN 4 LANTAI


No. Vol. URAIAN KOOEF St.HARGA ( Rp)

SATUAN JUMLAH TOTALPEKERJAAN PERSIAPAN DAN TANAH

1 M' PEMBUATAN BOUPLANK 28,810.00 BAHAN

Kayu meranti papan 2/20 0.0042 m3 2,200,000.00 9,240.00 Kayu meranti usuk 5/7 0.0039 m3 2,500,000.00 9,750.00 Paku biasa 0.0200 kg 11,000.00 220.00 19,210.00

TENAGA Mandor 0.0050 oh 60,000.00 300.00 Kepala Tukang 0.0100 oh 55,000.00 550.00 Tukang 0.1000 oh 52,500.00 5,250.00 Pekerja Terampil 0.0000 oh 40,000.00 - Pekerja tak terampil 0.1000 oh 35,000.00 3,500.00 9,600.00

1 M2 PEMBERSIHAN LAPANGAN RINGAN 1,900.00 TENAGA

Mandor 0.0025 oh 60,000.00 150.00 Pekerja tak terampil 0.0500 oh 35,000.00 1,750.00

1 M2 PEMBERSIHAN LAPANGAN BERAT 3,800.00 TENAGA


1 Hr. UITZET DENGAN WATERPASS / THEODOLITH 145,000.00 BAHAN

Sewa Theodolit 1.0000 set 25,000.00 25,000.00 25,000.00 TENAGA -

Surveyor 1.0000 oh 40,000.00 40,000.00 Pekerja Terampil 2.0000 oh 40,000.00 80,000.00 120,000.00

1 M2 PEMBUATAN PAGAR SEMENTARA DARI SENG GELOMBANG, T= 2 M 292,455.00 BAHAN

Dolken Kayu Gelam 8-10 / 400 cm 1.2500 btg 20,000.00 25,000.00 PC 2.5000 kg 1,200.00 3,000.00 Seng Gelombang 1.2000 lbr 44,000.00 52,800.00 Pasir beton 0.0050 m3 140,000.00 700.00 Batu pecah 2-3 0.009 m3 150,000.00 1,350.00 Kayu meranti 5/7 0.0720 m3 2,500,000.00 180,000.00 Paku asbes 0.0600 kg 13,000.00 780.00 Cat Meni Besi 0.0450 ltr 45,000.00 2,025.00 265,655.00

TENAGA - Mandor 0.0200 oh 60,000.00 1,200.00 Kepala Tukang 0.0200 oh 55,000.00 1,100.00 Tukang 0.2000 oh 52,500.00 10,500.00 Pekerja Terampil 0.0000 oh 40,000.00 - Pekerja tak terampil 0.4000 oh 35,000.00 14,000.00 26,800.00

1 M2 PEMBUATAN DIREKSI KEET 803,880.00 BAHAN

Dolken Kayu gelam 8-10 / 400 cm 1.2500 btg 14,000.00 17,500.00 Kayu meranti 5/7 0.1800 m3 2,500,000.00 450,000.00 Paku biasa 0.8500 kg 11,000.00 9,350.00 Besi plat strip 1.1000 kg 9,000.00 9,900.00 PC 35.000 kg 1,200.00 42,000.00 Pasir pasang 0.1500 m3 135,000.00 20,250.00 Pasir beton 0.1000 m3 140,000.00 14,000.00 Batu pecah mesin 2/3 0.1500 m3 150,000.00 22,500.00 Bata merah 30.0000 bh 590.00 17,700.00 Seng gelombang BJLS 30 0.2500 lembr 44,000.00 11,000.00 Kaca polos 3 mm 0.0800 m2 75,000.00 6,000.00 Kunci tanam 0.1500 buah 142,000.00 21,300.00 Lapis triplex 4 mm 0.0600 lembr 48,000.00 2,880.00 644,380.00

- TENAGA -

Mandor 0.0500 oh 60,000.00 3,000.00 Kepala Tukang 0.3000 oh 55,000.00 16,500.00 Tukang 2.0000 oh 52,500.00 105,000.00 Pekerja Terampil 0.0000 40,000.00 - Pekerja tak terampil 1.0000 oh 35,000.00 35,000.00 159,500.00

1 M3 BONGKARAN BETON BERTULANG 253,325.00 TENAGA

Mandor 0.3330 oh 60,000.00 19,980.00 Pekerja tak terampil 6.6670 oh 35,000.00 233,345.00

1 M2 PEMBUATAN STEGGER BAMBU UNT ANDANG 43,980.00 BAHAN

Bambu dia.6-8 cm / 600 cm 1.2500 btg 20,000.00 25,000.00 Tali ijuk 0.2500 kg 15,000.00 3,750.00 28,750.00

TENAGA Mandor 0.0130 oh 60,000.00 780.00 Kepala Tukang 0.2500 oh 55,000.00 13,750.00 Tukang 0.0020 oh 52,500.00 105.00 Pekerja Terampil 0.0000 oh 40,000.00 - Pekerja tak terampil 0.0170 oh 35,000.00 595.00 15,230.00

1 M3 GALIAN TANAH KONSTRUKSI 27,750.00 TENAGA


1 M2 PERATAAN TANAH 7,012.50 TENAGA


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1 M3 PENGANGKUTAN TANAH KELUAR PROYEK 74,000.00 ALAT

Sewa Dumptruck 5 T ( Min. 5 jam ) 0.2500 jam 261,000.00 65,250.00 TENAGA -

Mandor 0.0000 oh 60,000.00 - Pekerja tak terampil 0.2500 oh 35,000.00 8,750.00

1 TTK PEMBUATAN LUBANG STROUS DIA.20-30 CM 75,720.00 ALAT

Sewa alat bantu strouss pile 1.2000 jam 17,500.00 21,000.00 TENAGA -


1 M3 GALIAN TANAH KERAS 54,420.00 TENAGA


1 M3 GALIAN TANAH LUMPUR 44,700.00 TENAGA


1 M3 GALIAN TANAH LUMPUR DENGAN ALAT 39,524.00 TENAGA


ALAT Sewa Dump Truck 5 T ( Min. 5 Jam ) 0.0740 jam 261,000.00 19,314.00 Sewa Bucket dan Crane 0.0528 jam 225,000.00 11,880.00

1 M3 GALIAN TANAH DENGAN ALAT BERAT 40,536.00 TENAGA


ALAT Sewa Dump Truck 5 T ( Min. 5 Jam ) 0.0700 jam 261,000.00 18,270.00 Sewa Escavator 0.0670 jam 208,000.00 13,936.00

1 M3 PENGURUGAN TANAH KEMBALI UNTUK BANGUNAN 9,230.00 TENAGA


1 M3 PENGURUGAN TANAH DENGAN PEMADATAN 118,830.60 TENAGA

Mandor 0.0100 oh 60,000.00 600.00 Pekerja terampil 0.3000 oh 40,000.00 12,000.00

ALAT Sewa alat bantu ( 1 set @ 3 alat ) 0.0213 jam 762,000.00 16,230.60

BAHAN Tanah Urug 1.2000 m3 75,000.00 90,000.00

1 M3 PENGURUGAN PASIR PADAT 130,830.60 LANTAI I 1.0000 130,830.60 130,830.60 LANTAI II 1.0900 130,830.60 142,605.35 LANTAI III 1.1200 130,830.60 146,530.27 LANTAI IV 1.1350 130,830.60 148,492.73 LANTAI V 1.1620 130,830.60 152,025.16 LANTAI ATAP 1.1970 130,830.60 156,604.23

TENAGA Mandor 0.0100 oh 60,000.00 600.00 Pekerja terampil 0.3000 oh 40,000.00 12,000.00


BAHAN Pasir Urug 1.2000 m3 85,000.00 102,000.00

1 M3 PENGURUGAN SIRTU PADAT 113,500.00 TENAGA

Mandor 0.0250 oh 60,000.00 1,500.00 Pekerja terampil 0.2500 oh 40,000.00 10,000.00

ALAT Sewa alat bantu ( 1 set @ 3 alat ) 0.0000 jam 762,000.00 -

BAHAN Sirtu 1.2000 m3 85,000.00 102,000.00

1 M3 PENGURUGAN PUDEL 1 Kp : 6 Ps 162,470.60 TENAGA



BAHAN Kapur Pasang 0.1720 m3 145,000.00 24,940.00 Pasir Urug 1.028 m3 85,000.00 87,380.00

1 M3 PENGURUGAN SIRTU PADAT DENGAN PEMADATAN MENGGUNAKAN ALAT 136,532.00 TENAGA

Mandor 0.0210 oh 60,000.00 1,260.00 Pekerja terampil 0.2500 oh 40,000.00 10,000.00

ALAT Sewa Dump Truck 3,5 T 0.0880 jam 136,000.00 11,968.00 Sewa Motor Grader 125-140 PK (min.5 Jam) 0.0080 jam 264,000.00 2,112.00 Sewa Pneumatic Tire Roller (min.5 jam) 0.0040 jam 140,000.00 560.00 Sewa Truck Tangki Air (min.5 jam) 0.0120 jam 136,000.00 1,632.00 Sewa Vibrator Roller (min.5 Jam) 0.0120 jam 202,000.00 2,424.00 Sewa Escavator 6 m3 0.0220 jam 208,000.00 4,576.00

BAHAN Sirtu 1.2000 m3 85,000.00 102,000.00

1 M3 PENGERUGAN SALURAN MANUAL 23,660.00

of 334

TENAGA Mandor 0.0400 oh 60,000.00 2,400.00 Pekerja tak terampil 0.4000 oh 35,000.00 14,000.00

ALAT Sewa Truck klas 3 dalam kota 0.0100 jam 126,000.00 1,260.00

BAHAN Glansing 25 kg ( isi 150 kg sedimen) 12.0000 bh 500.00 6,000.00

1 M3 PENGERUGAN SALURAN DENGAN ALAT BERAT 52,160.00 TENAGA


ALAT Sewa Truck klas 3 dalam kota 0.0800 jam 126,000.00 10,080.00 Sewa Bucket dan Crane / Graglin scrapper 0.1500 jam 225,000.00 33,750.00

1 M3 PENGURUGAN PASIR UNTUK PAVING 114,600.00 TENAGA


BAHAN Pasir Urug 1.2000 m3 85,000.00 102,000.00

1 M3 PENGURUGAN SIRTU UNTUK PAVING 117,500.00 TENAGA


BAHAN Sirtu 1.2000 m3 85,000.00 102,000.00

PEKERJAAN PONDASI

1 M2 PEMASANGAN TURAP PAPAN TEBAL 3 CM 232,240.00 TENAGA

Mandor 0.0250 oh 60,000.00 1,500.00 Kepala Tukang 0.0080 oh 55,000.00 440.00 Tukang 0.0800 oh 52,500.00 4,200.00 Pekerja Terampil 0.0000 oh 40,000.00 - Pekerja tak terampil 1.0000 oh 35,000.00 35,000.00 41,140.00

BAHAN Kayu Meranti papan 3/30 0.0330 m3 4,100,000.00 135,300.00 Kayu Meranti Usuk 0.0210 m3 2,500,000.00 52,500.00 Paku Klem 0.3000 kg 11,000.00 3,300.00 191,100.00

1 M2 PEMASANGAN TURAP BAMBU TINGGI 1,5-2 M 114,690.00 TENAGA

Mandor 0.0068 oh 60,000.00 408.00 Kepala Tukang 0.0022 oh 52,500.00 115.50 Tukang 0.0218 oh 40,000.00 872.00 Pekerja Terampil 0.2725 oh 40,000.00 10,900.00 Pekerja tak terampil 0.0000 oh 35,000.00 - 12,295.50

BAHAN Bambu 10-12 cm 3.0000 btg 20,000.00 60,000.00 Gedeg Guling 1.6500 m2 25,000.00 41,250.00 Kawat Ikat Beton 0.1090 kg 10,500.00 1,144.50 102,394.50

1M' PANCANG PILE + PENGADAAN PILE 35X35 - 16 m SISTIM INJECTION 290,122.75 BAHAN

Tiang Panc. K-600, 30/30,L=16m' 1.0000 m' 155,000.00 155,000.00 205,000.00 Join las 1.0000 m' 50,000.00 50,000.00

TENAGA Pekerja Terampil 0.9000 oh 40,000.00 36,000.00 55,593.75 Mandor 0.0750 oh 60,000.00 4,500.00 Operator terampil 0.1750 oh 52,500.00 9,187.50 Sopir 0.1125 oh 52,500.00 5,906.25

PERALATAN Alat bantu 0.2000 set 22,500.00 4,500.00 29,529.00 Sewa Crane 0.1030 jm/hr 225,000.00 23,175.00 Alat Injection 0.1030 jm/hr 18,000.00 1,854.00

1M' PANCANG PILE + PENGADAAN PILE 35X35 - 16 m SISTIM HAMMER 347,987.54 BAHAN

Tiang Panc. K-600, 35X35,L=16m' 1.0000 m' 180,000.00 180,000.00 230,000.00 Join Las 1.0000 titik 50,000.00 50,000.00

TENAGA Pekerja Terampil 1.2000 oh 40,000.00 48,000.00 83,175.00 Mandor 0.1488 oh 60,000.00 8,925.00 Operator terampil 0.3000 oh 52,500.00 15,750.00 Sopir 0.2000 oh 52,500.00 10,500.00

PERALATAN Alat bantu 0.2400 set 21,375.00 5,130.00 34,812.54 Sewa Crane 0.1236 jm/hr 213,750.00 26,419.50 Sewa Hammer Pancang 0.2266 jm/hr 14,400.00 3,263.04

1M3 PASANG PONDASI BATU KALI 1PC : 4PS 530,737.50 BAHAN

Batu belah 15/20 1.2000 m3 145,000.00 174,000.00 PC 163.0000 kg 1,200.00 195,600.00 Pasir Pasang 0.5200 m3 135,000.00 70,200.00

TENAGA Pekerja 1.5000 oh 35,000.00 52,500.00 Tukang 0.7500 oh 40,000.00 30,000.00 Kepala Tukang 0.0750 oh 52,500.00 3,937.50 Mandor 0.0750 oh 60,000.00 4,500.00

1M3 PASANG PONDASI BATU KALI 1PC : 5 PS 501,577.50 BAHAN

Batu belah 15/20 1.2000 m3 145,000.00 174,000.00 PC 136.0000 kg 1,200.00 163,200.00 Pasir Pasang 0.5440 m3 135,000.00 73,440.00

TENAGA Pekerja 1.5000 oh 35,000.00 52,500.00 Tukang 0.7500 oh 40,000.00 30,000.00 Kepala Tukang 0.0750 oh 52,500.00 3,937.50 Mandor 0.0750 oh 60,000.00 4,500.00

1M3 PASANG PONDASI BATU KOSONG / AANSTAMPENG T= 20 CM 194,057.50

of 334

BAHAN Batu belah 15/20 1.2000 m3 145,000.00 174,000.00 Pasir Urug 0.0000 m3 -

TENAGA Pekerja 0.3500 oh 35,000.00 12,250.00 Tukang 0.1500 oh 40,000.00 6,000.00 Kepala Tukang 0.0150 oh 52,500.00 787.50 Mandor 0.0170 oh 60,000.00 1,020.00

1 KG PASANGAN IJUK 21,340.00 TENAGA

Mandor 0.0000 oh 60,000.00 - Pekerja terampil 0.0835 oh 40,000.00 3,340.00

BAHAN Ijuk 1.2000 kg 15,000.00 18,000.00

1 M3 PEMBUATAN LUBANG STROUSS Ǿ20 CM DALAM 3 M 51,600.00 TENAGA


BAHAN Alat Bantu Stroys Pile 1.2000 m3 5,000.00 6,000.00

1 M3 PEMBUATAN LUBANG STROUSS Ǿ30 CM DALAM 3 M 60,720.00 TENAGA


BAHAN Alat Bantu Stroys Pile 1.2000 m3 5,000.00 6,000.00

1M3 PEMAKAIAN SPESI CAMP.STROUS (1Pc:1,5Ps:2,5Kr) 657,380.00 BAHAN

Semen PC 358.0150 kg 1,200.00 429,618.00 Pasir Cor 0.4882 m3 140,000.00 68,348.00 Batu Kerikil 0.8137 m3 95,000.00 77,301.50

TENAGA Pekerja terampil 1.6500 oh 40,000.00 66,000.00 Tukang 0.2500 oh 40,000.00 10,000.00 Kepala Tukang 0.0250 oh 52,500.00 1,312.50 Mandor 0.0800 oh 60,000.00 4,800.00

PEKERJAAN STRUKTUR BETON

1 M2 PASANG BEKISTING UN. PONDASI 119,965.00 BAHAN

Kayu Meranti 0.0400 m3 2,200,000.00 88,000.00 Paku Biasa 0.4000 kg 11,000.00 4,400.00 Minyak Bekisting 0.1000 ltr 50,000.00 5,000.00 97,400.00

TENAGA Pekerja 0.3000 oh 35,000.00 10,500.00 Tukang 0.2600 oh 40,000.00 10,400.00 Kepala Tukang 0.0260 oh 52,500.00 1,365.00 Mandor 0.0050 oh 60,000.00 300.00 22,565.00

1 M2 PASANG BEKISTING UN. SLOOF + STRUKTUR PRAKTIS ( 3 kali pakai ) 92,365.00 LANTAI I 1.0000 92,365.00 92,365.00 LANTAI II 1.0900 92,365.00 100,677.85 LANTAI III 1.1200 92,365.00 103,448.80 LANTAI IV 1.1350 92,365.00 104,834.28 LANTAI V 1.1620 92,365.00 107,328.13 LANTAI ATAP

BAHAN Kayu Meranti 0.0200 m3 2,200,000.00 44,000.00 Paku Biasa 0.3000 kg 11,000.00 3,300.00 Minyak Bekisting 0.1000 ltr 50,000.00 5,000.00 Multiplex 12 mm 0.1750 m2 100,000.00 17,500.00 69,800.00


1 M2 PASANG BEKISTING UNTUK KOLOM ( 3 kali pakai ) 155,230.50

LANTAI I 1.0000 155,230.50 155,230.50

LANTAI II 1.0900 155,230.50 169,201.25

LANTAI III 1.1200 155,230.50 173,858.16

LANTAI IV 1.1350 155,230.50 176,186.62

LANTAI V 1.1620 155,230.50 180,377.84

BAHAN Kayu Meranti 0.0200 m3 2,200,000.00 44,000.00

Paku Biasa 0.4000 kg 11,000.00 4,400.00

Minyak Bekisting 0.2000 ltr 50,000.00 10,000.00

Balok Kayu Kruing 0.0180 m3 2,650,000.00 47,700.00

Multiplex 12 mm 0.1400 lbr 100,000.00 14,000.00

Kayu Dolken 8-10 cm 0.6670 btg 14,000.00 9,338.00 129,438.00

TENAGA Pekerja 0.3000 oh 35,000.00 10,500.00

Tukang 0.3300 oh 40,000.00 13,200.00

Kepala Tukang 0.0330 oh 52,500.00 1,732.50

Mandor 0.0060 oh 60,000.00 360.00 25,792.50

1 M2 PASANG BEKISTING UNTUK BALOK ( 3 kali pakai ) 136,592.50

LANTAI I 1.0000 136,592.50 136,592.50

LANTAI II 1.0900 136,592.50 148,885.83

LANTAI III 1.1200 136,592.50 152,983.60

LANTAI IV 1.1350 136,592.50 155,032.49

LANTAI V 1.1620 136,592.50 158,720.49


Paku Biasa 0.4000 kg 11,000.00 4,400.00



Multiplex 12 mm 0.1400 lbr 100,000.00 14,000.00

Kayu stoot 2.0000 btg 14,000.00 28,000.00 110,100.00


Tukang 0.3300 oh 40,000.00 13,200.00

Kepala Tukang 0.0330 oh 52,500.00 1,732.50

Mandor 0.0060 oh 60,000.00 360.00 26,492.50

1 M2 PASANG BEKISTING UNTUK LANTAI ( 3 kali pakai ) 150,592.50

of 334

LANTAI I 1.0000 150,592.50 150,592.50

LANTAI II 1.0900 150,592.50 164,145.83

LANTAI III 1.1200 150,592.50 168,663.60

LANTAI IV 1.1350 150,592.50 170,922.49

LANTAI V 1.1620 150,592.50 174,988.49


Paku Biasa 0.4000 kg 11,000.00 4,400.00



Multiplex 12 mm 0.1400 lbr 100,000.00 14,000.00

Kayu stoot 3.0000 btg 14,000.00 42,000.00 124,100.00


Tukang 0.3300 oh 40,000.00 13,200.00

Kepala Tukang 0.0330 oh 52,500.00 1,732.50

Mandor 0.0060 oh 60,000.00 360.00 26,492.50

1 M2 PASANG BEKISTING UNTUK TANGGA 117,030.51

LANTAI I 1.0000 117,030.51 117,030.51

LANTAI II 1.0900 117,030.51 127,563.26

LANTAI III 1.1200 117,030.51 131,074.17

LANTAI IV 1.1350 117,030.51 132,829.63

LANTAI V 1.1620 117,030.51 135,989.46


Paku Biasa 0.4000 kg 11,000.00 4,400.00



Multiplex 12 mm 0.1400 lbr 100,000.00 14,000.00

Kayu stoot 0.6670 btg 14,000.00 9,338.00 88,938.00


Tukang 0.3498 oh 40,000.00 13,992.00

Kepala Tukang 0.0351 oh 52,500.00 1,845.11

Mandor 0.0064 oh 60,000.00 383.40 28,092.51

1 KG PEMBESIAN BESI POLOS U-24 8,183.50

LANTAI I 1.0000 8,183.50 8,183.50

LANTAI II 1.0900 8,183.50 8,920.02

LANTAI III 1.1200 8,183.50 9,165.52

LANTAI IV 1.1350 8,183.50 9,288.27

LANTAI V 1.1620 8,183.50 9,509.23

BAHAN Besi beton ( Polos ) 1.0500 kg 7,100.00 7,455.00

Kawat beton 0.0150 kg 10,500.00 157.50 7,612.50

TENAGA Mandor 0.0003 oh 60,000.00 18.00

Tukang Besi 0.0070 oh 40,000.00 280.00

Pekerja Tak Terampil 0.0070 oh 35,000.00 245.00

Kepala Tukang 0.0007 oh 40,000.00 28.00 571.00

1 KG PEMBESIAN BESI ULIR U-39 8,299.00

LANTAI I 1.0000 8,299.00 8,299.00

LANTAI II 1.0900 8,299.00 9,045.91

LANTAI III 1.1200 8,299.00 9,294.88

LANTAI IV 1.1350 8,299.00 9,419.37

LANTAI V 1.1620 8,299.00 9,643.44

BAHAN Besi beton Ulir 1.0500 kg 7,200.00 7,560.00

Kawat beton 0.0150 kg 10,500.00 157.50 7,717.50

TENAGA Mandor 0.0003 oh 60,000.00 18.00

Tukang Besi 0.0070 oh 40,000.00 280.00

Pekerja Tak Terampil 0.0070 oh 35,000.00 245.00

Kepala Tukang 0.0007 oh 55,000.00 38.50 581.50

1 KG PEMASANGAN WIREMESH 8,724.42

BAHAN Besi beton Polos 1.0200 kg 8,183.50 8,347.17

Kawat beton 0.0050 kg 10,500.00 52.50 8,399.67

TENAGA Mandor 0.0001 oh 60,000.00 6.00

Kepala Tukang 0.0025 oh 52,500.00 131.25

Tukang 0.0025 oh 40,000.00 100.00

Pekerja tak terampil 0.0025 oh 35,000.00 87.50 324.75

1 M2 MEMBUAT LANTAI KERJA BETON TUMBUK, 1 PC : 3 PS : 5 KR, TEBAL 5 CM 25,612.50

LANTAI I 1.0000 25,612.50 25,612.50

LANTAI II 1.0900 25,612.50 27,917.63

LANTAI III 1.1200 25,612.50 28,686.00

LANTAI IV 1.1350 25,612.50 29,070.19

LANTAI V 1.1620 25,612.50 29,761.73

BAHAN PC 10.0000 kg 1,200.00 12,000.00

Pasir Beton 0.0200 m3 140,000.00 2,800.00

Batu Pecah 2-3 0.0444 m3 150,000.00 6,660.00 21,460.00

TENAGA Pekerja tak terampil 0.0825 oh 35,000.00 2,887.50

Tukang 0.0200 oh 40,000.00 800.00

Kepala Tukang 0.0020 oh 52,500.00 105.00

Mandor 0.0060 oh 60,000.00 360.00 4,152.50

1 M3 MEMBUAT BETON MUTU f'c=7,4 Mpa ( K-100), SLUMP (12+2) CM, W/C = 0.87 456,489.80

BAHAN PC 218.0000 kg 1,200.00 261,600.00

Pasir Beton 0.0621 m3 140,000.00 8,689.80

Batu Pecah 2-3 0.7400 m3 150,000.00 111,000.00 381,289.80


Tukang 0.2750 oh 40,000.00 11,000.00

Kepala Tukang 0.0280 oh 52,500.00 1,470.00

Mandor 0.0830 oh 60,000.00 4,980.00 75,200.00

1 M3 MEMBUAT BETON MUTU f'c= 14.5 Mpa ( K-175), SLUMP (12+2) CM, W/C = 0.66 656,750.00

LANTAI I 1.0000 656,750.00 656,750.00

LANTAI II 1.0900 656,750.00 715,857.50

LANTAI III 1.1200 656,750.00 735,560.00

LANTAI IV 1.1350 656,750.00 745,411.25

LANTAI V 1.1620 656,750.00 763,143.50

BAHAN PC 326.0000 kg 1,200.00 391,200.00

Pasir Beton 0.5430 m3 140,000.00 76,020.00

Batu Pecah 2-3 0.7622 m3 150,000.00 114,330.00 581,550.00


Tukang 0.2750 oh 40,000.00 11,000.00

Kepala Tukang 0.0280 oh 52,500.00 1,470.00

of 334

Mandor 0.0830 oh 60,000.00 4,980.00 75,200.00

1 M3 MEMBUAT BETON MUTU SITEMIX f'c= 21,7 Mpa ( K-250), SLUMP (12+2) CM, W/C = 0.56 711,342.00

BAHAN PC 384.0000 kg 1,200.00 460,800.00

Pasir Beton 0.4343 m3 140,000.00 60,802.00

Batu Pecah 2-3 0.7636 m3 150,000.00 114,540.00 636,142.00


Tukang 0.2750 oh 40,000.00 11,000.00

Kepala Tukang 0.0280 oh 52,500.00 1,470.00

Mandor 0.0830 oh 60,000.00 4,980.00 75,200.00

1 M3 BETON READYMIX K-175, BERIKUT POMPA : 542,150.00

LANTAI I 1.0000 542,150.00 542,150.00

LANTAI II 1.0900 542,150.00 590,943.50

LANTAI III 1.1200 542,150.00 607,208.00

LANTAI IV 1.1350 542,150.00 615,340.25

LANTAI V 1.1620 542,150.00 629,978.30

BAHAN Beton Readymix K-175 1.0200 m3 450,000.00 459,000.00 459,000.00

PERALATAN Peralatan bantu ( pompa+vibrator+tes lab ) 0.0450 ls 165,000.00 7,425.00 7,425.00


Tukang 0.5000 oh 40,000.00 20,000.00

Kepala Tukang 0.0500 oh 52,500.00 2,625.00

Mandor 0.0100 oh 60,000.00 600.00 75,725.00


LANTAI I 1.0000 674,750.00 674,750.00

LANTAI II 1.0900 674,750.00 735,477.50

LANTAI III 1.1200 674,750.00 755,720.00

LANTAI IV 1.1350 674,750.00 765,841.25

LANTAI V 1.1620 674,750.00 784,059.50

BAHAN Beton Readymix K-225 1.0200 m3 580,000.00 591,600.00 591,600.00 528000



Tukang 0.5000 oh 40,000.00 20,000.00

Kepala Tukang 0.0500 oh 52,500.00 2,625.00

Mandor 0.0100 oh 60,000.00 600.00 75,725.00


LANTAI I 1.0000 603,350.00 603,350.00

LANTAI II 1.0900 603,350.00 657,651.50

LANTAI III 1.1200 603,350.00 675,752.00

LANTAI IV 1.1350 603,350.00 684,802.25

LANTAI V 1.1620 603,350.00 701,092.70

BAHAN BETON READYMIX K-250, BERIKUT POMPA : 1.0200 m3 510,000.00 520,200.00 520,200.00 526500



Tukang 0.5000 oh 40,000.00 20,000.00

Kepala Tukang 0.0500 oh 52,500.00 2,625.00

Mandor 0.0100 oh 60,000.00 600.00 75,725.00

1 M3 MEMBUAT BETON STROUS DIA 20 CM 1,312,060.00

Spesi Beton Strous 1.0000 m3 657,380.00 657,380.00

Besi polos 5 dia 10, Dia 6-150mm 80.0000 kg 8,183.50 654,680.00







1 M3 PEMBONGKARAN CETAKAN DAN PENYIRAMAN 105,000.00

TENAGA Pekerja / Buruh tak terampil 3.0000 oh 35,000.00 105,000.00

PEK.BETON DIBAWAH LANTAI ± 0.001 M3 Poer type P1/. (165x90x70) 126.18 KG = 1,845,786.86

Pekerjaan Beton Struktur K-300 1.0000 m3 603,350.00 603,350.00

Pekerjaan Pembesian beton ulir 126.1847 kg 8,299.00 1,047,206.86

Bekisting 2.0000 m2 92,365.00 184,730.00

Pembongkaran cetakan 0.1000 m3 105,000.00 10,500.00

1 M3 Poer type P2. (1750x1750x70) 165.81 KG = 2,174,617.11



Bekisting 2.0000 m2 92,365.00 184,730.00


1 M3 Poer type P3. (2000x2000x70) 144.74 KG = 1,969,043.43



Bekisting 1.6670 m2 92,365.00 153,972.46


1 M3 Poer type P4/. (2400x2400x70) 169.19 KG = 2,159,473.18



Bekisting 1.5320 m2 92,365.00 141,503.18


1 M3 Poer type P5. (900X900X50) RAMP 126.18 KG = 1,815,029.32



Bekisting 1.6670 m2 92,365.00 153,972.46


1 M3 Poer type P2. (1750x1750x70) unt. TANGGA UTAMA 165.81 KG = 2,143,859.56



Bekisting 1.6670 m2 92,365.00 153,972.46


1 M3 Poer type P1/P7 (tangga). (165x90x70) UN.T.UTMA 126.18 KG = 1,815,029.32



Bekisting 1.6670 m2 92,365.00 153,972.46


1 M3 Poer type P4/. (2400x2400x70)g un.LIFT 169.19 KG = 2,136,723.68



Bekisting 1.2857 m2 92,365.00 118,753.68


1 M3 Poer type P1. (165x90x70) UN.LIFT 126.18 KG = 1,768,819.11

of 334



Bekisting 1.1667 m2 92,365.00 107,762.25


1 M3 BETON SLOOF 30/40 BESI ULIR TYPE S2 265.00 KG = 3,429,159.55



Bekisting 6.6700 m2 92,365.00 616,074.55


1 M3 BETON SLOOF 40/60 BESI ULIR TYPE S1 181.59 KG = 2,726,439.96



Bekisting 6.6700 m2 92,365.00 616,074.55

Pembongkaran cetakan 0.0000 m3 105,000.00 -

1 M3 BETON KOLOM UTAMA 50/50 BESI ULIR 274.57 KG = 4,020,402.32



Bekisting 7.3334 m2 155,230.50 1,138,362.69


1 M3 BETON KOLOM UTAMA 40/40 BESI ULIR UN.LIFT 286.35 KG = 4,014,643.82



Bekisting 6.6667 m2 155,230.50 1,034,875.17





Bekisting 13.3330 m2 155,230.50 2,069,688.26


1 M3 BETON KOLOM PRAKTIS 15/15 K-175 BESI POLOS 111.42 KG = 3,643,987.36


Pekerjaan Pembesian beton polos 111.4200 kg 8,183.50 911,805.57

Bekisting 13.3700 m2 155,230.50 2,075,431.79


1 M3 BETON PLAT T=15 CM LIFT LANTAI/DINDING DASAR 197.36 KG = 2,834,243.02


Pekerjaan Pembesian beton POLOS 197.3600 kg 8,183.50 1,615,095.56

Bekisting 6.6670 m2 92,365.00 615,797.46


1 M3 BETON PONDASI PLAT LAJUR KHUSUS TANGGA 15.86 KG = 1,116,623.79


Pekerjaan Pembesian beton ulir U-39 15.8600 kg 8,299.00 131,622.14

Bekisting 2.9952 m2 92,365.00 276,651.65


PEK. BETON DIATAS LANTAI.1 ( ± 0.00 )1 M3 BETON KOLOM UTAMA 50/50 BESI ULIR 274.574 KG = 4,020,402.32



Bekisting 7.3334 m2 155,230.50 1,138,362.69





Bekisting 6.6667 m2 155,230.50 1,034,875.17





Bekisting 11.4286 m2 155,230.50 1,774,067.29





Bekisting 1.8690 m2 92,365.00 172,630.18


1 M3 BETON BALOK 35/70 K-250 BESI ULIR type B-1 199.41 KG = 3,075,196.73



Bekisting 5.9810 m2 136,592.50 816,959.74





Bekisting 6.7692 m2 136,592.50 924,621.95




;..; 264.2090 kg 8,299.00 2,192,670.49

Bekisting 6.7692 m2 136,592.50 924,621.95


1 M3 BETON BALOK 15/25 BESI POLOS 110.00 KG = 2,008,532.71


Pekerjaan Pembesian beton Polos 110.0000 kg 8,299.00 912,890.00

Bekisting 3.0814 m2 136,592.50 420,892.71


1 M3 BETON LANTAI BESI POLOS 131.13 KG = 2,946,538.65


Pekerjaan Pembesian beton polos 131.1310 kg 8,299.00 1,088,256.17

Bekisting 8.3333 m2 150,592.50 1,254,932.48


1 M3 BETON TANGGA BESI POLOS 203.81 KG = 3,958,650.50



Bekisting 14.2175 m2 117,030.51 1,663,881.31


1 M3 BETON CANOPY JENDELA BESI POLOS 127.60 KG = 1,870,183.38



Bekisting 1.1662 m2 117,030.51 136,480.98


PEK. BETON DIATAS LANTAI.2 ( + 4.50 )1 M3 BETON KOLOM UTAMA 50/50 BESI ULIR 274.57 KG = 4,382,238.53



Bekisting 7.3334 m2 169,201.25 1,240,815.33





Bekisting 6.6667 m2 169,201.25 1,128,013.94



of 334



Bekisting 11.4286 m2 169,201.25 1,933,733.35





Bekisting 1.8690 m2 100,677.85 188,166.90





Bekisting 5.9810 m2 148,885.83 890,486.12





Bekisting 7.0400 m2 148,885.83 1,048,151.44





Bekisting 6.7692 m2 148,885.83 1,007,837.93




Pekerjaan Pembesian beton Polos 110.0000 kg 8,920.02 981,201.65

Bekisting 3.2354 m2 148,885.83 481,711.71





Bekisting 8.3333 m2 164,145.83 1,367,876.40





Bekisting 14.2175 m2 127,563.26 1,813,630.63





Bekisting 1.1662 m2 127,563.26 148,764.27


PEK. BETON DIATAS LANTAI.3 ( + 8.50 )1 M3 BETON KOLOM UTAMA 50/50 BESI ULIR 274.57 KG = 4,502,850.60



Bekisting 7.3334 m2 173,858.16 1,274,966.21





Bekisting 6.6667 m2 173,858.16 1,159,060.20





Bekisting 11.4286 m2 173,858.16 1,986,955.37





Bekisting 1.8690 m2 173,858.16 324,940.90





Bekisting 5.9810 m2 152,983.60 914,994.91





Bekisting 7.0400 m2 152,983.60 1,076,999.65





Bekisting 6.7692 m2 152,983.60 1,035,576.59




Pekerjaan Pembesian beton Polos 110.0000 kg 9,165.52 1,008,207.20

Bekisting 3.2354 m2 152,983.60 494,969.83





Bekisting 8.3333 m2 168,663.60 1,405,524.38





Bekisting 14.2175 m2 131,074.17 1,863,547.07





Bekisting 1.1662 m2 131,074.17 152,858.70


PEK. BETON DIATAS LANTAI.4 ( + 12.50)1 M3 BETON KOLOM UTAMA 50/50 BESI ULIR 274.57 KG = 4,563,156.63



Bekisting 7.3334 m2 176,186.62 1,292,041.66





Bekisting 6.6667 m2 176,186.62 1,174,583.32



of 334



Bekisting 11.4286 m2 176,186.62 2,013,566.38





Bekisting 1.8690 m2 176,186.62 329,292.79





Bekisting 5.9810 m2 155,032.49 927,249.31





Bekisting 7.0400 m2 155,032.49 1,091,423.75





Bekisting 6.7692 m2 155,032.49 1,049,445.91





Bekisting 3.2354 m2 155,032.49 501,598.89





Bekisting 8.3333 m2 170,922.49 1,424,348.37





Bekisting 14.2175 m2 132,829.63 1,888,505.29





Bekisting 1.1662 m2 132,829.63 154,905.92


PEK. BETON DIATAS LANTAI.ATAP ( + 16.50 )1 M3 BETON KOLOM UTAMA 50/50 BESI ULIR 274.57 KG = 4,671,707.49



Bekisting 7.3334 m2 180,377.84 1,322,777.45





Bekisting 6.6667 m2 180,377.84 1,202,524.95





Bekisting 11.4286 m2 180,377.84 2,061,466.19





Bekisting 1.8690 m2 180,377.84 337,126.18





Bekisting 5.9810 m2 158,720.49 949,307.22





Bekisting 7.0400 m2 158,720.49 1,117,387.14





Bekisting 6.7692 m2 158,720.49 1,074,410.71





Bekisting 3.2354 m2 158,720.49 513,531.20





Bekisting 8.3333 m2 174,988.49 1,458,231.54





Bekisting 14.2175 m2 135,989.46 1,933,430.08





Bekisting 1.1662 m2 135,989.46 158,590.90


PEKERJAAN BETON RABAT DAN BETON LAIN

1 m2 BETON SCREED 1 : 3 63,755.00

Lantai Satu 1.0000 63,755.00 63,755.00

Lantai Dua 1.0900 63,755.00 69,492.95

Lantai Tiga 1.1200 63,755.00 71,405.60

Lantai Empat 1.1350 63,755.00 72,361.93

Lantai Lima 1.1620 63,755.00 74,083.31

Lantai Enam 1.1970 63,755.00 76,314.74

Lantai Tujuh 1.2360 63,755.00 78,801.18

BAHAN Semen PC/50 kg 10.0000 kg 1,200.00 12,000.00

Pasir Beton I 0.0260 m3 140,000.00 3,640.00

of 334

Batu Koral Beton 0.0440 m3 150,000.00 6,600.00 22,240.00


Tukang batu 0.0200 oh 40,000.00 800.00

Kepala tukang batu 0.0020 oh 52,500.00 105.00

Mandor 0.0060 oh 60,000.00 360.00 41,515.00

1 M2 MEMBUAT LANTAI KERJA 25,612.50

BAHAN PC 10.0000 kg 1,200.00 12,000.00

Pasir Beton 0.0200 m3 140,000.00 2,800.00

Batu kerikil 0.0444 m3 150,000.00 6,660.00 21,460.00

TENAGA Pekerja Terampil 0.0825 oh 35,000.00 2,887.50

Tukang 0.0200 oh 40,000.00 800.00

Kepala Tukang 0.0020 oh 52,500.00 105.00

Mandor 0.0060 oh 60,000.00 360.00 4,152.50

1 M3 CHIPPING & CONCRETING / JACKETING 417,972.00

BAHAN PC 43.2000 kg 1,200.00 51,840.00

Pasir Pasang 0.4200 m3 135,000.00 56,700.00

Batu kerikil 0.7700 m3 150,000.00 115,500.00 224,040.00

TENAGA Pekerja Tak Terampil 2.1000 oh 35,000.00 73,500.00

Tukang 0.2100 oh 40,000.00 8,400.00

Kepala Tukang 0.0000 oh 52,500.00 -

Mandor 0.0840 oh 60,000.00 5,040.00 86,940.00

ALAT Sewa Concrete Mixer 0.2520 jam 261,000.00 65,772.00

Sewa Concrete Pump 0.0840 jam 285,000.00 23,940.00

Sewa Concrete vibrator 1.0800 jam 16,000.00 17,280.00 106,992.00

1M' SALURAN BETON PRECAST (PABRIK) PENURUNAN DAN PEMASANGAN 49,735.50

BAHAN U.Guffer U.1000 K-350; besi 130 kg 0.4166 bh - -

Cover 1000x1000x2400; besi 160 kg 0.4166 bh - - -


Mandor 0.0038 oh 60,000.00 228.00 10,675.50

Operator 0.1736 oh 52,500.00 9,114.00

ALAT Sewa Crane 0.1736 jam 225,000.00 39,060.00

Sewa alat bantu 0.1000 jam - - 39,060.00

1M' PEMASANGAN SALURAN BUIS BETON Ǿ 1.00 M 284,361.50

BAHAN Buis Beton bulat ukuran 100x100 1.0000 bh 280,000.00 280,000.00 280,000.00


Mandor 0.0038 oh 60,000.00 228.00 1,561.50

ALAT Sewa alat bantu 0.1000 jam 28,000.00 2,800.00 2,800.00

PEKERJAAN BESI ( BAJA-PAGAR-PIPA )

1 KG PEK.PABRIKASI DAN PEMASANGAN BAJA ( ELEKTRODE ) 22,955.00 BAHAN

Elektrode Baja 1.0000 kg 21,000.00 21,000.00 21,095.00 Bahan bakar solar 0.0100 kg 6,500.00 65.00 Pelumas 0.0010 kg 30,000.00 30.00

TENAGA Pekerja 0.0010 oh 35,000.00 35.00 Tukang besi profil 0.0010 oh 40,000.00 40.00 Kepala Tukang besi profil 0.0002 oh 52,500.00 10.50 Operator Alat berat 0.0002 oh 52,500.00 10.50 Pembantu operator 0.0002 oh 40,000.00 8.00 Mandor 0.0001 oh 60,000.00 6.00 110.00

ALAT Sewa Welding Set 0.0700 jam 25,000.00 1,750.00 1,750.00

1 KG PEKERJAAN BESI PLAT BORDES 4,591.00 BAHAN

Besi Plat Bordes 4"x8" Tebal 3 mm 1.1000 kg - - Pabrikasi ( 20 % ) 0.2000 kg 22,955.00 4,591.00 4,591.00

1 KG PEKERJAAN BESI PLAT TEBAL 2 MM 4,591.00 BAHAN

Besi Plats 4"x8" Tebal 2 mm 1.1000 kg - - Pabrikasi ( 20 % ) 0.2000 kg 22,955.00 4,591.00 4,591.00

1 KG PEKERJAAN BESI PLAT STRIP 14,491.00 BAHAN

Besi Plat Strip Uk. 30x30 mm 1.1000 kg 9,000.00 9,900.00 Pabrikasi ( 20 % ) 0.2000 kg 22,955.00 4,591.00 14,491.00

1 KG PEKERJAAN BESI BAJA PROFIL WF ≤ 200 MM 15,371.00 BAHAN

Besi Profil WF ≤200 mm 1.1000 kg 9,800.00 10,780.00 Pabrikasi ( 20 % ) 0.2000 kg 22,955.00 4,591.00 15,371.00

1 KG PEKERJAAN BESI BAJA PROFIL WF ≥ 200 MM 15,910.00 BAHAN

Besi Profil WF ≥ 200 mm 1.1000 kg 10,290.00 11,319.00 Pabrikasi ( 20 % ) 0.2000 kg 22,955.00 4,591.00 15,910.00

1 KG PEKERJAAN BESI BAJA PROFIL C 100 - 150 MM 15,371.00 BAHAN

Besi Profil C 100 mm - 150 mm 1.1000 kg 9,800.00 10,780.00 Pabrikasi ( 20 % ) 0.2000 kg 22,955.00 4,591.00 15,371.00

1 M2 RANGKA ATAP GALVALUM / TRUSS TEBAL 0.8 MM 128,787.50 BAHAN

Rangka Galvalum Truss 0.8 mm 1.1000 m2 100,000.00 110,000.00 110,000.00 TENAGA

Pekerja Tak Terampil 0.4000 oh 35,000.00 14,000.00 Tukang 0.1000 oh 40,000.00 4,000.00 Kepala Tukang 0.0100 oh 52,500.00 525.00 Mandor 0.0050 oh 52,500.00 262.50 18,787.50

1 M2 RANGKA ATAP GALVALUM / TRUSS TEBAL 0.5 MM 115,037.50 BAHAN

of 334

Rangka Galvalum Truss 0.5 mm 1.1000 m2 87,500.00 96,250.00 96,250.00 TENAGA

Pekerja Tak Terampil 0.4000 oh 35,000.00 14,000.00 Tukang 0.1000 oh 40,000.00 4,000.00 Kepala Tukang 0.0100 oh 52,500.00 525.00 Mandor 0.0050 oh 52,500.00 262.50 18,787.50

1 M2 PEMASANGAN PAGAR BESI 528,750.00 Lantai Satu 1.0000 528,750.00 528,750.00 Lantai Dua 1.0900 528,750.00 576,337.50 Lantai Tiga 1.1200 528,750.00 592,200.00 Lantai Empat 1.1350 528,750.00 600,131.25 Lantai Lima 1.1620 528,750.00 614,407.50

BAHAN Pagar Besi Komplit Assesories 1.0000 m2 450,000.00 450,000.00 450,000.00

TENAGA Pekerja Tak Terampil 1.0500 oh 35,000.00 36,750.00 Tukang 1.0500 oh 40,000.00 42,000.00 78,750.00

1 M2 PEMASANGAN PAGAR PANEL / FABRIKASI TINGGI 2.00 M 25,312.50 BAHAN

Precast Pagar Panel 1.0000 m' - - - TENAGA

Mandor 0.1250 oh 52,500.00 6,562.50 Tukang Batu 0.2500 oh 40,000.00 10,000.00 Pekerja Tak Terampil 0.2500 oh 35,000.00 8,750.00 25,312.50

1 M2 PEMASANGAN TERALIS JENDELA 143,104.60 BAHAN

Besi strip 0.0154 kg 9,000.00 138.60 4,729.60 Elektride Baja 0.2000 kg 22,955.00 4,591.00

TENAGA Mandor 0.0830 oh 52,500.00 4,357.50 Kepala Tukang 0.1670 oh 52,500.00 8,767.50 Tukang 1.6700 oh 40,000.00 66,800.00 Pekerja Tak Terampil 1.6700 m' 35,000.00 58,450.00 138,375.00

1 M' ONGKOS PEMASANGAN PIPA GALVANIS 4,136.00 BAHAN

Sewa Welding Set 0.0210 hari 25,000.00 525.00 651.00 Kawat Elektrode Baja 0.0060 Kg 21,000.00 126.00

TENAGA Mandor 0.0020 oh 52,500.00 105.00 Tukang Batu 0.0600 oh 40,000.00 2,400.00 Pekerja Tak Terampil 0.0280 oh 35,000.00 980.00 3,485.00

1 M' PEKERJAAN BESI PIPA GALVANIS Ǿ 1,5" ( MEDIUM ) 341,125.56 BAHAN

Besi Pipa Galvanis Ǿ1,5" ( Medium ) 1.0200 m' 322,500.00 328,950.00 TENAGA

Ongkos Pemasangan 2.9438 m' 4,136.00 12,175.56

1 M' PEKERJAAN BESI PIPA GALVANIS Ǿ 3" ( MEDIUM ) 765,581.60 BAHAN

Besi Pipa Galvanis Ǿ 3" ( Medium ) 1.0200 m' 738,000.00 752,760.00 TENAGA

Ongkos Pemasangan 3.1000 m' 4,136.00 12,821.60

1 M' PEKERJAAN RAILLING TANGGA PIPA STAINLESS 664,937.50 Lantai Satu 1.0000 664,937.50 664,937.50 Lantai Dua 1.0900 664,937.50 724,781.88 Lantai Tiga 1.1200 664,937.50 744,730.00 Lantai Empat 1.1350 664,937.50 754,704.06 Lantai Lima 1.1620 664,937.50 772,657.38 Lantai Enam 1.1970 664,937.50 795,930.19 Lantai Tujuh 1.2360 664,937.50 821,862.75

BAHAN Plat Tiang Railling Hot Deep Galvanis 1.5000 btg 105,000.00 157,500.00 Pipa Stainless Steel Ø 13 mm 4.0000 m' 110,000.00 440,000.00 Hand Railling Aluminium Ø 75mm 1.0000 m' 47,500.00 47,500.00 Dinabol dia. 8mm 3.0000 buah 1,500.00 4,500.00 Tutup Hand Railling 0.0500 buah 25,000.00 1,250.00 Tutup Hand Railling ke dinding 0.0250 buah 25,000.00 625.00 651,375.00

TENAGA Pekerja tak terampil 0.2500 oh 35,000.00 8,750.00 Tukang 0.0500 oh 40,000.00 2,000.00 Kepala Tukang 0.0250 oh 52,500.00 1,312.50 Mandor 0.0250 oh 60,000.00 1,500.00 13,562.50

1 M' HAND RAILLING ALUMUNIUM Ø 75 MM 260,322.92 Lantai Satu 1.0000 260,322.92 260,322.92 Lantai Dua 1.0900 260,322.92 283,751.98 Lantai Tiga 1.1200 260,322.92 291,561.67 Lantai Empat 1.1350 260,322.92 295,466.51 Lantai Lima 1.1620 260,322.92 302,495.23 Lantai Enam 1.1970 260,322.92 311,606.53 Lantai Tujuh 1.2360 260,322.92 321,759.13

BAHAN Pipa Stainless Steel Ø 13 mm 4.0000 m' 39,166.67 156,666.67 Hand Railling Aluminium Ø 75mm 1.0000 m' 86,250.00 86,250.00 Dinabol dia. 8mm 3.0000 buah 1,500.00 4,500.00 247,416.67

TENAGA Pekerja tak terampil 0.2500 oh 35,000.00 8,750.00 Tukang 0.0500 oh 40,000.00 2,000.00 Kepala Tukang 0.0125 oh 52,500.00 656.25 Mandor 0.0250 oh 60,000.00 1,500.00 12,906.25

1 M2 RAILLING BALKON DAN TERAAS BESI HOLLOW. 852,554.98 Lantai Satu 1.0000 852,554.98 852,554.98 Lantai Dua 1.0900 852,554.98 929,284.93 Lantai Tiga 1.1200 852,554.98 954,861.58 Lantai Empat 1.1350 852,554.98 967,649.90 Lantai Lima 1.1620 852,554.98 990,668.89

of 334

Lantai Enam 1.1970 852,554.98 1,020,508.31 Lantai Tujuh 1.2360 852,554.98 1,053,757.96

BAHAN Besi Hollow 4/4 0.7500 btg 67,500.00 50,625.00 Besi Hollow 2/4 2.5000 btg 51,000.00 127,500.00 Pipa Galvanise Ø 2,5" 0.2500 btng 1,890,000.00 472,500.00 Dinabol dia. 8mm 3.0000 buah 1,500.00 4,500.00 Finishing cat Besi 1.9600 m2 98,153.00 192,379.88 Upah Pabrikasi & Stel 0.2000 % 22,955.00 4,591.00 852,095.88

TENAGA Fabrikasi 20 % 0.0200 ls 22,955.00 459.10 459.10

PEKERJAAN DINDING DAN PLESTERAN

1 M2 PEMASANGAN 1/2 BATU BATA CAMP 1Pc : 2Ps. (TINGGI S/D 2.00M ) 79,808.00 Lantai Satu 1.0000 79,808.00 79,808.00 Lantai Dua 1.0900 79,808.00 86,990.72 Lantai Tiga 1.1200 79,808.00 89,384.96 Lantai Empat 1.1350 79,808.00 90,582.08 Lantai Lima 1.1620 79,808.00 92,736.90 Lantai Enam 1.1970 79,808.00 95,530.18 Lantai Tujuh 1.2360 79,808.00 98,642.69

BAHAN Semen PC 19.1100 kg 1,200.00 22,932.00 Pasir Pasang 0.0348 m3 135,000.00 4,698.00 Batu Bata lokal uk. 22 x 11 x 5 cm 52.0000 bh 590.00 30,680.00 58,310.00

TENAGA - Mandor 0.0160 oh 60,000.00 960.00 Kepala Tukang 0.0126 oh 55,000.00 693.00 Tukang 0.1260 oh 52,500.00 6,615.00 Pekerja Terampil 0.0000 oh 40,000.00 - Pekerja tak terampil 0.3780 oh 35,000.00 13,230.00 21,498.00

1 M2 PEMASANGAN 1/2 BATU BATA CAMP 1Pc : 2Ps. (TINGGI 2.00 - 5.00 M ) 83,061.25 Lantai Satu 1.0000 83,061.25 83,061.25 Lantai Dua 1.0900 83,061.25 90,536.76 Lantai Tiga 1.1200 83,061.25 93,028.60 Lantai Empat 1.1350 83,061.25 94,274.52 Lantai Lima 1.1620 83,061.25 96,517.17 Lantai Enam 1.1970 83,061.25 99,424.32 Lantai Tujuh 1.2360 83,061.25 102,663.71


TENAGA - Mandor 0.0236 oh 60,000.00 1,416.00 Kepala Tukang 0.0158 oh 55,000.00 869.00 Tukang 0.1575 oh 52,500.00 8,268.75 Pekerja Terampil 0.0000 oh 40,000.00 - Pekerja tak terampil 0.4725 oh 35,000.00 16,537.50 27,091.25




1 M2 PEMASANGAN 1/2 BATU BATA CAMP 1Pc : 3Ps. (TINGGI 2.00 - 5.00 M ) 80,535.25 Lantai Satu 1.0000 80,535.25 80,535.25 Lantai Dua 1.0900 80,535.25 87,783.42 Lantai Tiga 1.1200 80,535.25 90,199.48 Lantai Empat 1.1350 80,535.25 91,407.51 Lantai Lima 1.1620 80,535.25 93,581.96 Lantai Enam 1.1970 80,535.25 96,400.69 Lantai Tujuh 1.2360 80,535.25 99,541.57




- BAHAN

Semen PC 11.6850 kg 1,200.00 14,022.00 Pasir Pasang 0.0425 m3 135,000.00 5,737.50 Batu Bata lokal uk. 22 x 11 x 5 cm 52.0000 bh 590.00 30,680.00 50,439.50

TENAGA -

of 334

Mandor 0.0160 oh 60,000.00 960.00 Kepala Tukang 0.0126 oh 55,000.00 693.00 Tukang 0.1260 oh 52,500.00 6,615.00 Pekerja Terampil 0.0000 oh 40,000.00 - Pekerja tak terampil 0.3780 oh 35,000.00 13,230.00 21,498.00

1 M2 PEMASANGAN 1/2 BATU BATA CAMP 1Pc :4Ps. (TINGGI 2.00 - 5.00 M ) 77,530.75 Lantai Satu 1.0000 77,530.75 77,530.75 Lantai Dua 1.0900 77,530.75 84,508.52 Lantai Tiga 1.1200 77,530.75 86,834.44 Lantai Empat 1.1350 77,530.75 87,997.40 Lantai Lima 1.1620 77,530.75 90,090.73 Lantai Enam 1.1970 77,530.75 92,804.31 Lantai Tujuh 1.2360 77,530.75 95,828.01

77,530.75 - BAHAN




- BAHAN



1 M2 PEMASANGAN 1/2 BATU BATA CAMP 1Pc :5Ps. (TINGGI 2.00 - 5.00 M ) 76,140.25 Lantai Satu 1.0000 76,140.25 76,140.25 Lantai Dua 1.0900 76,140.25 82,992.87 Lantai Tiga 1.1200 76,140.25 85,277.08 Lantai Empat 1.1350 76,140.25 86,419.18 Lantai Lima 1.1620 76,140.25 88,474.97 Lantai Enam 1.1970 76,140.25 91,139.88 Lantai Tujuh 1.2360 76,140.25 94,109.35

- BAHAN



1 M3 PASANGAN BATU MERAH KOSONGAN 502,210.00 BAHAN

Batu Bata lokal uk. 22 x 11 x 5 cm 755.0000 bh 590.00 445,450.00 445,450.00 TENAGA -

Mandor 0.0495 oh 60,000.00 2,970.00 Kepala Tukang 0.0330 oh 55,000.00 1,815.00 Tukang 0.3300 oh 52,500.00 17,325.00 Pekerja Terampil 0.0000 oh 40,000.00 - Pekerja tak terampil 0.9900 oh 35,000.00 34,650.00 56,760.00

1 M2 PLESTERAN CAMP 1Pc :2Ps. (TTEBAL 1 CM ) 25,412.50 Lantai Satu 1.0000 25,412.50 25,412.50 Lantai Dua 1.0900 25,412.50 27,699.63 Lantai Tiga 1.1200 25,412.50 28,462.00 Lantai Empat 1.1350 25,412.50 28,843.19 Lantai Lima 1.1620 25,412.50 29,529.32 Lantai Enam 1.1970 25,412.50 30,418.76 Lantai Tujuh 1.2360 25,412.50 31,409.85

- BAHAN

Semen PC 6.2550 kg 1,200.00 7,506.00 Pasir Pasang 0.0119 m3 135,000.00 1,606.50 9,112.50


1 M2 PLESTERAN CAMP 1Pc :2Ps. (TTEBAL 1,5 CM ) 32,608.50 Lantai Satu 1.0000 32,608.50 32,608.50 Lantai Dua 1.0900 32,608.50 35,543.27 Lantai Tiga 1.1200 32,608.50 36,521.52 Lantai Empat 1.1350 32,608.50 37,010.65 Lantai Lima 1.1620 32,608.50 37,891.08 Lantai Enam 1.1970 32,608.50 39,032.37 Lantai Tujuh 1.2360 32,608.50 40,304.11

BAHAN Semen PC 8.5000 kg 1,200.00 10,200.00

of 334

Pasir Pasang 0.0171 m3 135,000.00 2,308.50 12,508.50 TENAGA -



- BAHAN




- BAHAN




BAHAN - Semen PC 3.8150 kg 1,200.00 4,578.00 Pasir Pasang 0.0139 m3 135,000.00 1,876.50 6,454.50



- BAHAN



1 M2 MERAPIKAN PERMUKAAN PAS.DENGN SPESI 1Pc : 2 Ps 20,866.00 BAHAN

Semen PC 3.1300 kg 1,200.00 3,756.00 Pasir Pasang 0.0060 m3 135,000.00 810.00 4,566.00


1 M' BENANGAN 14,840.00 Lantai Satu 1.0000 14,840.00 14,840.00 Lantai Dua 1.0900 14,840.00 16,175.60 Lantai Tiga 1.1200 14,840.00 16,620.80 Lantai Empat 1.1350 14,840.00 16,843.40 Lantai Lima 1.1620 14,840.00 17,244.08 Lantai Enam 1.1970 14,840.00 17,763.48 Lantai Tujuh 1.2360 14,840.00 18,342.24

BAHAN Semen PC 1.2000 kg 1,200.00 1,440.00

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Pasir Pasang 0.0000 m3 135,000.00 - 1,440.00 TENAGA -


1M2 PEKERJAAN ACIAN 17,300.00 Lantai Satu 1.0000 17,300.00 17,300.00 Lantai Dua 1.0900 17,300.00 18,857.00 Lantai Tiga 1.1200 17,300.00 19,376.00 Lantai Empat 1.1350 17,300.00 19,635.50 Lantai Lima 1.1620 17,300.00 20,102.60 Lantai Enam 1.1970 17,300.00 20,708.10 Lantai Tujuh 1.2360 17,300.00 21,382.80

BAHAN PC 3.2500 kg 1,200.00 3,900.00 3,900.00

TENAGA Pekerja 0.2000 oh 35,000.00 7,000.00 Tukang 0.1000 oh 52,500.00 5,250.00 Kepala Tukang 0.0100 oh 55,000.00 550.00 Mandor 0.0100 oh 60,000.00 600.00 13,400.00

1M' KOL-KOLAN 17,840.00 BAHAN

Pasir Pasang 0.0040 m3 135,000.00 540.00 PC 3.2500 kg 1,200.00 3,900.00 4,440.00


1M2 BERAPEN 1 PC : 5 PS, Tebal 15 mm 19,699.00 BAHAN

PC 5.6700 kg 1,200.00 6,804.00 Pasir Pasang 0.0230 m3 135,000.00 3,105.00 9,909.00


1M2 PLESTERAN BETON 1 PC : 3 PS tebal 15 mm 32,799.00 Lantai Satu 1.0000 32,799.00 32,799.00 Lantai Dua 1.0900 32,799.00 35,750.91 Lantai Tiga 1.1200 32,799.00 36,734.88 Lantai Empat 1.1350 32,799.00 37,226.87 Lantai Lima 1.1620 32,799.00 38,112.44 Lantai Enam 1.1970 32,799.00 39,260.40 Lantai Tujuh 1.2360 32,799.00 40,539.56

BAHAN PC 7.0700 kg 1,200.00 8,484.00 Pasir Pasang 0.0210 m3 135,000.00 2,835.00 11,319.00


1M2 PASANGAN GLASS BLOCK 651,498.50 Lantai Satu 1.0000 651,498.50 651,498.50 Lantai Dua 1.0900 651,498.50 710,133.37 Lantai Tiga 1.1200 651,498.50 729,678.32 Lantai Empat 1.1350 651,498.50 739,450.80 Lantai Lima 1.1620 651,498.50 757,041.26 Lantai Enam 1.1970 651,498.50 779,843.70 Lantai Tujuh 1.2360 651,498.50 805,252.15

BAHAN Glass Block 25.0000 bh 25,000.00 625,000.00 PC 5.0000 kg 1,200.00 6,000.00 631,000.00

TENAGA Pekerja 0.3400 oh 35,000.00 11,900.00 Tukang 0.1300 oh 52,500.00 6,825.00 Kepala Tukang 0.0137 oh 55,000.00 753.50 Mandor 0.0170 oh 60,000.00 1,020.00 20,498.50

1M2 PASANGAN BATACO 149,218.50 BAHAN

Bataco tebal 10 cm 12.5000 bh 8,500.00 106,250.00 PC 14.0000 kg 1,200.00 16,800.00 Pasir Pasang 0.0420 kg 135,000.00 5,670.00 128,720.00


1M2 PASANGAN BATU KLINGKER 634,832.50 BAHAN

Batu Klingker 52.5000 bh 11,500.00 603,750.00 PC 6.2550 kg 1,200.00 7,506.00 Pasir Pasang 0.0119 kg 135,000.00 1,606.50 612,862.50


1M2 PASANGAN BATU AMPYANG 136,995.00 BAHAN

Batu Ampyang 1.1000 m2 88,000.00 96,800.00 PC 12.5100 kg 1,200.00 15,012.00

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Pasir Pasang 0.0238 kg 135,000.00 3,213.00 115,025.00 TENAGA

Pekerja 0.3500 oh 35,000.00 12,250.00 Tukang 0.1500 oh 52,500.00 7,875.00 Kepala Tukang 0.0150 oh 55,000.00 825.00 Mandor 0.0170 oh 60,000.00 1,020.00 21,970.00

1M2 PASANGAN BATU CANDI HITAM 83,095.00 BAHAN

Batu Candi Hitam 1.1000 m2 39,000.00 42,900.00 PC 12.5100 kg 1,200.00 15,012.00 Pasir Pasang 0.0238 kg 135,000.00 3,213.00 61,125.00


1M2 PASANGAN BATU GILANG Ex. JEMBER - ASIMETRIS 86,995.00 BAHAN

Batu Gilang Ex. Jember 1.2000 m2 39,000.00 46,800.00 PC 12.5100 kg 1,200.00 15,012.00 Pasir Pasang 0.0238 kg 135,000.00 3,213.00 65,025.00


1M2 PASANGAN BATU GILANG Ex. CIREBON - SIMETRIS 232,695.00 BAHAN

Batu Gilang Ex. Cirebon 1.1000 m2 175,000.00 192,500.00 PC 12.5100 kg 1,200.00 15,012.00 Pasir Pasang 0.0238 kg 135,000.00 3,213.00 210,725.00


1M2 PASANGAN BATU GILANG Ex. CIREBON - ASIMETRIS 250,195.00 BAHAN

Batu Gilang Ex. Cirebon 1.2000 m2 175,000.00 210,000.00 PC 12.5100 kg 1,200.00 15,012.00 Pasir Pasang 0.0238 kg 135,000.00 3,213.00 228,225.00


1M2 PASANGAN BATU BOBOS 48,581.00 BAHAN

Batu Bobos uk. 10x20x1,5 1.0000 m2 16,000.00 16,000.00 PC 6.4800 kg 1,200.00 7,776.00 Pasir Pasang 0.0210 kg 135,000.00 2,835.00 26,611.00


PEKERJAAN CAT-CATAN-W.PROOFING-W.PAPER

1M2 CAT TEMBOK INTERIOR DAN PLAFOND 13,536.50 Lantai Satu 1.0000 13,536.50 13,536.50 Lantai Dua 1.0900 13,536.50 14,754.79 Lantai Tiga 1.1200 13,536.50 15,160.88 Lantai Empat 1.1350 13,536.50 15,363.93 Lantai Lima 1.1620 13,536.50 15,729.41 Lantai Enam 1.1970 13,536.50 16,203.19 Lantai Tujuh 1.2360 13,536.50 16,731.11

BAHAN Plamuur Tembok 0.1500 Kg 7,500.00 1,125.00 Cat dasar 0.2000 lt 10,500.00 2,100.00 Cat Dinding Interior Catylac 0.2600 Kg 12,500.00 3,250.00 Roll Cat 0.0100 bh 7,500.00 75.00 Kertas Gosok 0.5000 lbr 3,000.00 1,500.00 Steigger 0.1500 lot 6,550.00 982.50 9,032.50

TENAGA Pekerja 0.0200 oh 35,000.00 700.00 Tukang 0.0630 oh 52,500.00 3,307.50 Kepala Tukang 0.0063 oh 55,000.00 346.50 Mandor 0.0025 oh 60,000.00 150.00 4,504.00

1M2 CAT TEMBOK EXTERIOR (WEATHERSHIELD) 15,188.50 Lantai Satu 1.0000 15,188.50 15,188.50 Lantai Dua 1.0900 15,188.50 16,555.47 Lantai Tiga 1.1200 15,188.50 17,011.12 Lantai Empat 1.1350 15,188.50 17,238.95 Lantai Lima 1.1620 15,188.50 17,649.04 Lantai Enam 1.1970 15,188.50 18,180.63 Lantai Tujuh 1.2360 15,188.50 18,772.99

BAHAN Plamuur Tembok 0.1500 Kg 7,500.00 1,125.00 Cat dasar 0.1000 lt 10,500.00 1,050.00 Cat Dinding Exxterior Catylac 0.2600 Kg 26,500.00 6,890.00 Roll Cat 0.0100 bh 7,500.00 75.00 Kertas Gosok 0.5000 lbr 3,000.00 1,500.00 Steigger 0.1500 lot 6,550.00 982.50 11,622.50

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TENAGA Pekerja 0.0280 oh 35,000.00 980.00 Tukang 0.0420 oh 52,500.00 2,205.00 Kepala Tukang 0.0042 oh 55,000.00 231.00 Mandor 0.0025 oh 60,000.00 150.00 3,566.00

1M2 CAT MENI BESI / KAYU 44,640.00 BAHAN

Cat Meni kayu / besi 0.8400 kg 45,000.00 37,800.00 Minyak Cat 0.0440 kg 22,500.00 990.00


1M2 PENGCATAN 3X SERTA MENGGOSOK TANPA MENI ( BESI / KAYU ) 53,513.00 BAHAN

Cat Besi 0.4250 kg 42,500.00 18,062.50 Dempul 0.0800 kg 27,100.00 2,168.00 Minyak Cat 0.0570 lmb 22,500.00 1,282.50 Kertas Gosok 1.0000 lmb 12,500.00 12,500.00 34,013.00


1M2 POLITUR 2 X SAMPAI RATA 65,432.00 BAHAN

Cerlax 0.0340 kg 178,000.00 6,052.00 Spirtus 0.6600 ltr 10,500.00 6,930.00 Kerta Gosok No. 150 0.5000 lmb 12,500.00 6,250.00 19,232.00

TENAGA Pekerja 0.0000 oh 40,000.00 - Tukang 0.8800 oh 52,500.00 46,200.00 Kepala Tukang 0.0000 oh 55,000.00 - Mandor 0.0000 oh 60,000.00 - 46,200.00

1M2 PEMASANGAN WALLPAPER 77,425.00 BAHAN

Wall Paper lbar 55 cm 2.0000 m 20,000.00 40,000.00 Lem 0.2000 kg 62,500.00 12,500.00 52,500.00

TENAGA Pekerja 0.2500 oh 40,000.00 10,000.00 Tukang 0.2500 oh 52,500.00 13,125.00 Kepala Tukang 0.0000 oh 55,000.00 - Mandor 0.0300 oh 60,000.00 1,800.00 24,925.00

1M2 PELAPISAN WATERPROOFING 32,750.00 BAHAN

Water Proofing 0.3500 kg 45,000.00 15,750.00 Serat Fiber 1.0000 m2 10,500.00 10,500.00 26,250.00


1M2 PENGECATAN TEXTURE GRANITONE 3,706.00 BAHAN

Texture GRANITONE 1.1000 m2 - - Peralatan ( 10 % dr Bahan ) 0.1000 ls - - -


1M2 PELAPISAN WATERPROOFING MEMBRAN 72,500.00 BAHAN

Water proofing bithuthene sheet 3000 1.0500 m2 60,000.00 63,000.00 66,000.00 Peralatan 1.0000 ls 3,000.00 3,000.00


1 M2 PENGECATAN MELAMINE NATURAL 121,735.00 BAHAN

WoodFiller 0.2000 kg 75,000.00 15,000.00 Pewarna 0.5000 sct 75,000.00 37,500.00 Kertas gosok No. 150 1.0000 lbr 3,000.00 3,000.00 Kertas gosok No. 280 1.0000 lbr 3,000.00 3,000.00 Shanding 0.5000 kg 65,000.00 32,500.00 Clear doof 0.2000 kg 45,000.00 9,000.00 Thinner A special 0.3700 kg 14,500.00 5,365.00 Coumpound 0.2000 klng 40,000.00 8,000.00 Sewa alat bantu ( 1 set @ 3 alat ) 1.0000 set - - 113,365.00

TENAGA Pekerja 0.0750 oh 40,000.00 3,000.00 Tukang 0.0900 oh 52,500.00 4,725.00 Kepala tukang 0.0090 oh 55,000.00 495.00 Mandor 0.0025 oh 60,000.00 150.00 8,370.00

1 M2 PENGECATAN GENTING BARU 11,100.00 BAHAN

Cat Genting 0.2000 kg 23,000.00 4,600.00 4,600.00 TENAGA -

Pekerja 0.0500 oh 40,000.00 2,000.00 Tukang 0.0750 oh 52,500.00 3,937.50 Kepala tukang 0.0075 oh 55,000.00 412.50 Mandor 0.0025 oh 60,000.00 150.00 6,500.00

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1M2 PENGECATAN KAYU 50,282.50 BAHAN

Cat Kayu 0.4250 kg 40,000.00 17,000.00 Minyak Cat 0.0570 ltr 22,500.00 1,282.50 Kertas Gosok 1.0000 lmb 12,500.00 12,500.00 30,782.50


PEKERJAAN LANTAI

1 M2 PEMASANGAN GRANITE TILE 30X30 POLISH 253,475.00 Pemasangan Lantai I 1.0000 253,475.00 253,475.00 Pemasangan Lantai II 1.0900 253,475.00 276,287.75 Pemasangan Lantai III 1.1200 253,475.00 283,892.00 Pemasangan Lantai IV 1.1350 253,475.00 287,694.13 Pemasangan Lantai V 1.1620 253,475.00 294,537.95 Pemasangan Lantai VI 1.1970 253,475.00 303,409.58 Pemasangan Lantai VII 1.2360 253,475.00 313,295.10

BAHAN - PC 10.0000 kg 1,200.00 12,000.00 Semen warna nut 1.5000 kg 9,000.00 13,500.00 Pasir pasang 0.0450 m3 135,000.00 6,075.00 Granite Tile Ukuran 30 x 30 Polished 1.0000 m2 175,000.00 175,000.00 206,575.00

TENAGA - Pekerja 0.6200 oh 40,000.00 24,800.00 Tukang 0.3500 oh 52,500.00 18,375.00 Kepala Tukang 0.0350 oh 55,000.00 1,925.00 Mandor 0.0300 oh 60,000.00 1,800.00 46,900.00

1 M2 PEMASANGAN GRANITE TILE 60X60 POLISH 328,475.00 Pemasangan Lantai I 1.0000 328,475.00 328,475.00 Pemasangan Lantai II 1.0900 328,475.00 358,037.75 Pemasangan Lantai III 1.1200 328,475.00 367,892.00 Pemasangan Lantai IV 1.1350 328,475.00 372,819.13 Pemasangan Lantai V 1.1620 328,475.00 381,687.95 Pemasangan Lantai VI 1.1970 328,475.00 393,184.58 Pemasangan Lantai VII 1.2360 328,475.00 405,995.10

BAHAN - PC 10.0000 kg 1,200.00 12,000.00 Semen warna nut 1.5000 kg 9,000.00 13,500.00 Pasir pasang 0.0450 m3 135,000.00 6,075.00 Granite Tile Ukuran 60 x 60 Polished 1.0000 m2 250,000.00 250,000.00 281,575.00


1 M2 PEMASANGAN UBIN KERAMIK 30x30 WARNA MOTIF 143,475.00 Pemasangan Lantai I 1.0000 143,475.00 143,475.00 Pemasangan Lantai II 1.0900 143,475.00 156,387.75 Pemasangan Lantai III 1.1200 143,475.00 160,692.00 Pemasangan Lantai IV 1.1350 143,475.00 162,844.13 Pemasangan Lantai V 1.1620 143,475.00 166,717.95 Pemasangan Lantai VI 1.1970 143,475.00 171,739.58 Pemasangan Lantai VII 1.2360 143,475.00 177,335.10

BAHAN - PC 10.0000 kg 1,200.00 12,000.00 Semen warna nut 1.5000 kg 9,000.00 13,500.00 Pasir pasang 0.0450 m3 135,000.00 6,075.00 Keramik Lantai 30 x 30 Warna / Motif 1.0000 m2 65,000.00 65,000.00 96,575.00


1 M2 PEMASANGAN PELAPIS BATU CANDI 165,475.00 Pemasangan Lantai I 1.0000 165,475.00 165,475.00 Pemasangan Lantai II 1.0900 165,475.00 180,367.75 Pemasangan Lantai III 1.1200 165,475.00 185,332.00 Pemasangan Lantai IV 1.1350 165,475.00 187,814.13 Pemasangan Lantai V 1.1620 165,475.00 192,281.95 Pemasangan Lantai VI 1.1970 165,475.00 198,073.58 Pemasangan Lantai VII 1.2360 165,475.00 204,527.10

BAHAN - PC 10.0000 kg 1,200.00 12,000.00 Semen warna nut 1.5000 kg 9,000.00 13,500.00 Pasir pasang 0.0450 m3 135,000.00 6,075.00 Batu Candi 1.0000 m2 87,000.00 87,000.00 118,575.00


1 M2 PEMASANGAN UBIN KERAMIK 40X40 WARNA MOTIF 138,475.00 Pemasangan Lantai I 1.0000 138,475.00 138,475.00 Pemasangan Lantai II 1.0900 138,475.00 150,937.75 Pemasangan Lantai III 1.1200 138,475.00 155,092.00 Pemasangan Lantai IV 1.1350 138,475.00 157,169.13 Pemasangan Lantai V 1.1620 138,475.00 160,907.95 Pemasangan Lantai VI 1.1970 138,475.00 165,754.58 Pemasangan Lantai VII 1.2360 138,475.00 171,155.10

BAHAN - PC 10.0000 kg 1,200.00 12,000.00 Semen warna nut 1.5000 kg 9,000.00 13,500.00 Pasir pasang 0.0450 m3 135,000.00 6,075.00 Keramik Lantai 40 x 40 Warna / Motif 1.0000 m2 60,000.00 60,000.00 91,575.00

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1 M2 PEMASANGAN PELAPIS DINDING CLADDING Ex. INDAL 235,725.00 BAHAN -

Bahan Cladding Ex. Indal 1.0500 m2 - - Paku baut 50.0000 bh 150.00 7,500.00 Sewa alat pmbntu 1.0000 ls - - Rangka Hollow 1.0000 m2 192,225.00 192,225.00 199,725.00


1 M2 PEMASANGAN GARNITE TILE WARNA EX. ESSENZA 60X60 328,475.00 Pemasangan Lantai I 1.0000 328,475.00 328,475.00 Pemasangan Lantai II 1.0900 328,475.00 358,037.75 Pemasangan Lantai III 1.1200 328,475.00 367,892.00 Pemasangan Lantai IV 1.1350 328,475.00 372,819.13 Pemasangan Lantai V 1.1620 328,475.00 381,687.95 Pemasangan Lantai VI 1.1970 328,475.00 393,184.58 Pemasangan Lantai VII 1.2360 328,475.00 405,995.10

BAHAN - PC 10.0000 kg 1,200.00 12,000.00 Semen warna nut 1.5000 kg 9,000.00 13,500.00 Pasir pasang 0.0450 m3 135,000.00 6,075.00 Ubin Granito warna Hitam Essenza 60 x 60 1.0000 m2 250,000.00 250,000.00 281,575.00


1 M2 PEMASANGAN MARMER 100 X 100 343,475.00 Pemasangan Lantai I 1.0000 343,475.00 343,475.00 Pemasangan Lantai II 1.0900 343,475.00 374,387.75 Pemasangan Lantai III 1.1200 343,475.00 384,692.00 Pemasangan Lantai IV 1.1350 343,475.00 389,844.13 Pemasangan Lantai V 1.1620 343,475.00 399,117.95 Pemasangan Lantai VI 1.1970 343,475.00 411,139.58 Pemasangan Lantai VII 1.2360 343,475.00 424,535.10

BAHAN - PC 10.0000 kg 1,200.00 12,000.00 Semen warna nut 1.5000 kg 9,000.00 13,500.00 Pasir pasang 0.0450 m3 135,000.00 6,075.00 Marmer 100 x 100 1.0000 m2 265,000.00 265,000.00 296,575.00


1 M2 PEMASANGAN GRANIT IMPORT 403,475.00 Pemasangan Lantai I 1.0000 403,475.00 403,475.00 Pemasangan Lantai II 1.0900 403,475.00 439,787.75 Pemasangan Lantai III 1.1200 403,475.00 451,892.00 Pemasangan Lantai IV 1.1350 403,475.00 457,944.13 Pemasangan Lantai V 1.1620 403,475.00 468,837.95 Pemasangan Lantai VI 1.1970 403,475.00 482,959.58 Pemasangan Lantai VII 1.2360 403,475.00 498,695.10

BAHAN - PC 10.0000 kg 1,200.00 12,000.00 Semen warna nut 1.5000 kg 9,000.00 13,500.00 Pasir pasang 0.0450 m3 135,000.00 6,075.00 Batu GRANIT import Italy 1.0000 m2 325,000.00 325,000.00 356,575.00


1 M2 PASANG LANTAI KERAMIK 20 X 20 MOTIF 109,425.00 Pemasangan Lantai I 1.0000 109,425.00 109,425.00 Pemasangan Lantai II 1.0900 109,425.00 119,273.25 Pemasangan Lantai III 1.1200 109,425.00 122,556.00 Pemasangan Lantai IV 1.1350 109,425.00 124,197.38 Pemasangan Lantai V 1.1620 109,425.00 127,151.85 Pemasangan Lantai VI 1.1970 109,425.00 130,981.73 Pemasangan Lantai VII 1.2360 109,425.00 135,249.30

BAHAN PC 3.3000 kg 1,200.00 3,960.00 Semen warna nut 1.3400 kg 9,000.00 12,060.00 Pasir pasang 0.0180 m3 135,000.00 2,430.00 Keramik Lantai 20/20 motif 1.0000 m2 38,000.00 38,000.00 56,450.00


1 M2 PASANG DINDING KERAMIK 20 X 25 MOTIF 117,425.00 Pemasangan Lantai I 1.0000 117,425.00 117,425.00 Pemasangan Lantai II 1.0900 117,425.00 127,993.25 Pemasangan Lantai III 1.1200 117,425.00 131,516.00 Pemasangan Lantai IV 1.1350 117,425.00 133,277.38 Pemasangan Lantai V 1.1620 117,425.00 136,447.85 Pemasangan Lantai VI 1.1970 117,425.00 140,557.73 Pemasangan Lantai VII 1.2360 117,425.00 145,137.30

BAHAN PC 3.3000 kg 1,200.00 3,960.00

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Semen warna nut 1.3400 kg 9,000.00 12,060.00 Pasir pasang 0.0180 m3 135,000.00 2,430.00 Keramik Dinding 20 x 25 1.0000 m2 46,000.00 46,000.00 64,450.00


1 M' PASANG PLINT KERAMIK UKURAN 10X40 - 109,945.60 Pemasangan Lantai I 1.0000 109,945.60 109,945.60 Pemasangan Lantai II 1.0900 109,945.60 119,840.70 Pemasangan Lantai III 1.1200 109,945.60 123,139.07 Pemasangan Lantai IV 1.1350 109,945.60 124,788.26 Pemasangan Lantai V 1.1620 109,945.60 127,756.79 Pemasangan Lantai VI 1.1970 109,945.60 131,604.88 Pemasangan Lantai VII 1.2360 109,945.60 135,892.76

BAHAN - PC 0.0330 kg 1,200.00 39.60 Semen warna nut 0.1000 kg 9,000.00 900.00 Pasir pasang 0.0032 m3 135,000.00 432.00 Plint Keramik Lantai 10 x 40 2.6600 bh 37,400.00 99,484.00 100,855.60

TENAGA - Pekerja 0.0900 oh 40,000.00 3,600.00 Tukang 0.0900 oh 52,500.00 4,725.00 Kepala Tukang 0.0090 oh 55,000.00 495.00 Mandor 0.0045 oh 60,000.00 270.00 9,090.00

1 M2 PEMASANGAN METAL CLADDING WARNA - 606,526.25 BAHAN -

Alat bantu 1.0000 ls 48,500.00 48,500.00 48,500.00 Sealent 0.4000 klng 21,000.00 8,400.00 8,400.00 Clidding Wall Colour + Rangka 1.1000 m2 485,000.00 533,500.00 533,500.00


1 M2 PEMASANGAN HARDENER FLOOR - 87,120.00 BAHAN -

Floor Hardener 3.0000 kg 25,000.00 75,000.00 75,000.00


1 M2 PEMASANGAN LANTAI KARPET - 340,450.00 BAHAN -

Karpet World Class 1.0500 m2 287,000.00 301,350.00 Lem 0.5000 kg 62,500.00 31,250.00 332,600.00

TENAGA - Pekerja 0.0500 oh 40,000.00 2,000.00 Tukang 0.1000 oh 52,500.00 5,250.00 Kepala Tukang 0.0000 oh 55,000.00 - Mandor 0.0100 oh 60,000.00 600.00 7,850.00

1 M2 PEMASANGAN LAPISAN FOAM UNTUK KARPET - 76,162.50 BAHAN -

Foam Lapisan Karpet 1.0500 m2 46,000.00 48,300.00 Lem 0.3750 kg 62,500.00 23,437.50 71,737.50

TENAGA - Pekerja 0.0300 oh 40,000.00 1,200.00 Tukang 0.0500 oh 52,500.00 2,625.00 Kepala Tukang 0.0000 oh 55,000.00 - Mandor 0.0100 oh 60,000.00 600.00 4,425.00

1 M2 PEMASANGAN LANTAI KAYU ( GYMFLOOR) - 69,985.00 BAHAN -

Gymfloor 1.0500 kg 37,500.00 39,375.00 Lem 0.6000 m2 22,000.00 13,200.00 52,575.00


PEKERJAAN KUDA-KUDA, RENG USUK

1 M3 KUDA-KUDA KAYU JATI ( BENTANG MAX.7.00 M) - 9,424,600.00 BAHAN -

Kayu Jati ( Balok 6/12 ) Ex. Malang 1.1000 m3 7,600,000.00 8,360,000.00 Besi Plat strip 15.0000 kg 9,000.00 135,000.00 Paku Klem No.4 5.6000 kg 11,000.00 61,600.00 8,556,600.00


1 M3 KUDA-KUDA KAYU MERANTI ( BENTANG MAX.7.00 M) - 5,244,600.00 BAHAN -

Kayu Balok Meranti 1.1000 m3 3,800,000.00 4,180,000.00 Besi Plat strip 15.0000 kg 9,000.00 135,000.00 Paku Klem No.4 5.6000 kg 11,000.00 61,600.00 4,376,600.00


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1 M3 GORDING KAYU KAMPER - 10,336,900.00 BAHAN -

Kayu Kamper Balok 1.1000 m3 8,800,000.00 9,680,000.00 Besi Plat strip 15.0000 kg 9,000.00 135,000.00 Paku Klem No.4 0.2000 kg 11,000.00 2,200.00 9,817,200.00


1 M2 PEMASANGAN RENG KAMPER / USUK KAMPER - 89,175.00 BAHAN -

Kayu Kamper Reng 0.0039 m3 3,850,000.00 15,015.00 Kayu Kamper Usuk 0.0108 m3 5,200,000.00 56,160.00 Paku Reng 0.2000 kg 11,000.00 2,200.00 73,375.00

TENAGA - Pekerja 0.1000 oh 40,000.00 4,000.00 Tukang 0.1000 oh 52,500.00 5,250.00 Kepala Tukang 0.0100 oh 55,000.00 550.00 Mandor 0.1000 oh 60,000.00 6,000.00 15,800.00

1 M2 PEMASANGAN RENG KAMPER / USUK MERANTI - 60,015.00 BAHAN -

Kayu Kamper Reng 0.0039 m3 3,850,000.00 15,015.00 Kayu Meranti Usuk 0.0108 m3 2,500,000.00 27,000.00 Paku Reng 0.2000 kg 11,000.00 2,200.00 44,215.00


1 M2 PEMASANGAN RENG JATI / USUK KAMPER 132,660.00 BAHAN

Kayu jatir Reng 0.0039 m3 15,000,000.00 58,500.00 Kayu Kamper Usuk 0.0108 m3 5,200,000.00 56,160.00 Paku Reng 0.2000 kg 11,000.00 2,200.00 116,860.00


PEKERJAAN PENUTUP ATAP

1 M2 PEMASANGAN GENTENG KARANGPILANG Ex. SURABAYA 123,357.50 Lantai Satu 1.0000 123,357.50 123,357.50 Lantai Dua 1.0900 123,357.50 134,459.68 Lantai Tiga 1.1200 123,357.50 138,160.40 Lantai Empat 1.1350 123,357.50 140,010.76 Lantai Lima 1.1620 123,357.50 143,341.41

BAHAN Genteng Karangpilang ex. Surabaya 25.0000 bh 4,500.00 112,500.00 112,500.00


1 M2 PEMASANGAN GENTENG KERAMIK WARNA Ex.KIA 89,200.00 BAHAN

Genteng Keramik Warna KIA 11.0000 bh 6,800.00 74,800.00 74,800.00 TENAGA -

Pekerja 0.2000 oh 40,000.00 8,000.00 Tukang 0.1000 oh 52,500.00 5,250.00 Kepala Tukang 0.0100 oh 55,000.00 550.00 Mandor 0.0100 oh 60,000.00 600.00 14,400.00

1 M2 PEMASANGAN GENTENG KODOK GOOD YEARS 180,857.50 BAHAN

Genteng Kodok Good Years 25.0000 bh 6,800.00 170,000.00 170,000.00 TENAGA -


1 M2 PEMASANGAN ATAP POLY CARBONIT 116,789.70 BAHAN

Polycarbonite 1.0000 m2 105,932.20 105,932.20 105,932.20 TENAGA -


1 M' PEMASANGAN WUWUNG GENTENG KARANGPILANG 114,880.50 Lantai Satu 1.0000 114,880.50 114,880.50 Lantai Dua 1.0900 114,880.50 125,219.75 Lantai Tiga 1.1200 114,880.50 128,666.16 Lantai Empat 1.1350 114,880.50 130,389.37 Lantai Lima 1.1620 114,880.50 133,491.14

BAHAN PC 11.8500 kg 1,200.00 14,220.00 Pasir Pasang 0.0323 m3 135,000.00 4,360.50 Bubung Genteng Karangpilang ex. Surabaya 3.0000 bh 22,500.00 67,500.00 86,080.50


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1 M' PEMASANGAN WUWUNG GENTENG KODOK GLAZUR 75,880.50 BAHAN

PC 11.8500 kg 1,200.00 14,220.00 Pasir Pasang 0.0323 m3 135,000.00 4,360.50 Bubung Genteng kodok glazur 3.0000 bh 9,500.00 28,500.00 47,080.50


1 M' PEMASANGAN WUWUNG GENTENG PELENTONG BESAR 47,380.50 BAHAN

PC 11.8500 kg 1,200.00 14,220.00 Pasir Pasang 0.0323 m3 135,000.00 4,360.50 Bubung Genteng Pelentong besar / super 3.0000 bh - - 18,580.50


1 M' PEMASANGAN WUWUNG GENTENG KARANGPILANG GEDUNG BERTINGKAT 149,704.50 BAHAN

PC 11.8500 kg 1,200.00 14,220.00 Pasir Pasang 0.0323 m3 135,000.00 4,360.50 Genteng kaca Palentong supr / besar 3.0000 bh 22,500.00 67,500.00 86,080.50


1 M2 ALUMINIUM FOIL / INSULATION 110,897.78 BAHAN

Glass wol 0.0183 Rol 925,000.00 16,958.33 Roof Mes 0.0153 Rol 450,000.00 6,875.00 Alluminium foil /insulation double side 0.0611 Rol 1,250,000.00 76,388.89 Allumunium Tape 0.0489 Rol 26,500.00 1,295.56 101,517.78

TENAGA Pekerja 0.1500 oh 40,000.00 6,000.00 Tukang kayu 0.0500 oh 52,500.00 2,625.00 Kepala tukang Kayu 0.0050 oh 55,000.00 275.00 Mandor 0.0080 oh 60,000.00 480.00 9,380.00

PEKERJAAN TALANG

1 M' PEMASANGAN TALANG SENG BJLS 40 ( LEBAR 90 CM ) 364,840.00 BAHAN

Kayu Kamper ( Papan ) 2/30 0.0160 m3 8,900,000.00 142,400.00 Kayu KamperUsuk 0.0073 m3 5,200,000.00 37,960.00 Seng Talang BJLS 40 Lebar 90 cm 1.0000 m' 38,000.00 38,000.00 Paku Sumbat 5.0000 bh 13,000.00 65,000.00 283,360.00


1 M' PEMASANGAN TALANG PEMBULUH PVC Ø 3" 46,333.25 BAHAN

Pipa PVC Ø 3" 0.1667 lnjr 245,000.00 40,841.50 Klem PVC 1.0000 buah 600.00 600.00 41,441.50

TENAGA - Pekerja 0.0337 oh 40,000.00 1,348.00 Tukang 0.0675 oh 52,500.00 3,543.75 4,891.75

1 M' PEMASANGAN TALANG PEMBULUH PVC Ø 4 " 65,503.75 BAHAN

Pipa PVC Ø 4 " 0.1667 lnjr 360,000.00 60,012.00 Klem PVC 1.0000 buah 600.00 600.00 60,612.00


1 M' PEMASANGAN TALANG PEMBULUH PVC Ø 5 " 118,514.35 BAHAN

Pipa PVC Ø 5 " 0.1667 lnjr 678,000.00 113,022.60 Klem PVC 1.0000 buah 600.00 600.00 113,622.60


1 M' PEMASANGAN TALANG PEMBULUH PIPA GALVANIS Ø 3" 497,590.15 BAHAN

Pipa Galvanis Ø 3" 0.1667 lnjr 2,952,000.00 492,098.40 Klem Galvanis 1.0000 buah 600.00 600.00 492,698.40


1 M' PEMASANGAN TALANG PEMBULUH PIPA GALVANIS Ø 4 " 320,554.75 BAHAN

Pipa Galvanis Ø 4 " 0.1667 lnjr 1,890,000.00 315,063.00 Klem Galvanis 1.0000 buah 600.00 600.00 315,663.00


1 M' PEMASANGAN TALANG PEMBULUH PIPA GALVANIS Ø 5 " 399,320.50 BAHAN

Pipa Galvanis Ø 5 " 0.1667 lnjr 2,362,500.00 393,828.75 Klem Galvanis 1.0000 buah 600.00 600.00 394,428.75

TENAGA -

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Pekerja 0.0337 oh 40,000.00 1,348.00 Tukang 0.0675 oh 52,500.00 3,543.75 4,891.75

1 M' PEMASANGAN LISPLANK KAYU JATI 2/30 212,515.75 BAHAN

Kayu Jati Papan ex. Malang 0.0099 m3 17,500,000.00 173,250.00 Paku Biasa 0.0500 kg 11,000.00 550.00 173,800.00

TENAGA - Pekerja 0.1867 oh 40,000.00 7,468.00 Tukang 0.5333 oh 52,500.00 27,998.25 Kepala Tukang 0.0533 oh 55,000.00 2,931.50 Mandor 0.0053 oh 60,000.00 318.00 38,715.75

1 M' PEMASANGAN LISPLANK KAYU KAMPER 2/30 127,375.75 BAHAN

Kayu Papan kamper 0.0099 m3 8,900,000.00 88,110.00 Paku Biasa 0.0500 kg 11,000.00 550.00 88,660.00


1 BH BAK KONTROL 30X30 TINGGI 35 CM 324,348.08 BAHAN

bata Merak 83.9120 bh 590.00 49,508.08 Semen PC/50 kg 44.0000 Kg 1,200.00 52,800.00 Pasir Pasang 0.0700 m3 135,000.00 9,450.00 Koral Beon 0.0700 m3 150,000.00 10,500.00 Besi beton 1.6000 Kg 7,100.00 11,360.00 Pasir Beton 0.0600 m3 140,000.00 8,400.00 142,018.08


PEKERJAAN PLAFOND

1 M2 PEMASANGAN PLAFOND ASBES DATAR RANGKA KAYU KAMPER 86,193.45 BAHAN

Kayu Balok Kamper 5/7 0.0116 m3 5,200,000.00 60,320.00 Asbes datar t= 4 mm 1.0500 m2 - - Paku Asbes 0.0324 kg 13,000.00 421.20 Paku biasa 0.0300 kg 11,000.00 330.00 61,071.20


1 M2 PEMASANGAN PLAFOND ASBES DATAR RANGKA KAYU Kruing 69,738.45 Lantai Satu 1.0000 69,738.45 69,738.45 Lantai Dua 1.0900 69,738.45 76,014.91 Lantai Tiga 1.1200 69,738.45 78,107.06 Lantai Empat 1.1350 69,738.45 79,153.14 Lantai Lima 1.1620 69,738.45 81,036.08

BAHAN Kayu Balok Kamper 5/7 0.0116 m3 2,650,000.00 30,740.00 Asbes 100x100x6 mm 1.0500 m2 12,500.00 13,125.00 Paku Asbes 0.0324 kg 13,000.00 421.20 Paku biasa 0.0300 kg 11,000.00 330.00 44,616.20


1 M2 PEMASANGAN PLAFOND TRIPLEX RANGKA KAYU KAMPER 74,944.65 BAHAN

Kayu Balok Kamper 5/7 0.0116 m3 2,650,000.00 30,740.00 Triplex 4 mm 0.3819 lbr 48,000.00 18,331.20 Paku Triplex 0.0324 kg 13,000.00 421.20 Paku biasa 0.0300 kg 11,000.00 330.00 49,822.40


1 M2 PEMASANGAN PLAFOND GYPSUM + RANGKA METAL FURING 126,841.39 Lantai Satu 1.0000 126,841.39 126,841.39 Lantai Dua 1.0900 126,841.39 138,257.11 Lantai Tiga 1.1200 126,841.39 142,062.36 Lantai Empat 1.1350 126,841.39 143,964.98 Lantai Lima 1.1620 126,841.39 147,389.69 Lantai Enam 1.1970 126,841.39 151,829.14 Lantai Tujuh 1.2360 126,841.39 156,775.96

BAHAN Gypsumboard 122 x 244 t = 9 mm 0.3472 Lembar 65,000.00 22,569.44 Sekrup 11.0000 bh 150.00 1,650.00 Rangka metal furing 0.9900 btg 25,000.00 24,750.00 Stifenner 3.0000 btg 10,000.00 30,000.00 Juster penggantung 4.0000 bh 2,500.00 10,000.00 Joint Tape 0.8000 m' 6,500.00 5,200.00 Jointing Compound 0.3000 Kg 8,500.00 2,550.00 Steger 0.1000 ls 96,719.44 9,671.94 106,391.39


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1 M2 PEMASANGAN PLAFOND KLASIBOARD TANPA RANGKA 25,600.00 BAHAN

Kalsiboard 1,00x1,00 ex. Gresik 0.3819 lbr - - Sekrup 4.0000 bh 150.00 600.00 600.00


1 M2 PEMASANGAN PLAFOND LUAR KISI-KISI TANPA RANGKA 91,780.00 BAHAN

Kayu Kamper Balok 0.0120 m3 2,650,000.00 31,800.00 Paku biasa 0.1400 kg 11,000.00 1,540.00 33,340.00


1 M2 PEMASANGAN RANGKA PLAFOND KAYU KAMPER 47,892.40 BAHAN

Kayu Kamper Balok 0.0116 m3 2,650,000.00 30,740.00 Paku Klem 0.0308 kg 13,000.00 400.40 31,140.40


1 M2 PEMASANGAN RANGKA PLAFOND KAYU MERANTI 61,232.40 BAHAN

Kayu Meranti r Balok 0.0116 m3 3,800,000.00 44,080.00 Paku Klem 0.0308 kg 13,000.00 400.40 44,480.40


1 M2 PEMASANGAN RANGKA PLAFOND BESI HOLLOW 192,225.00 BAHAN

Besi Hollow 40/40 0.7500 m' 67,500.00 50,625.00 Besi Hollow 20/20 2.0000 m' 51,000.00 102,000.00 Paku sekrup 4.0000 bh 150.00 600.00 153,225.00


1 M2 PEMASANGAN LIST PLAFOND GYPSUM PROFIL 10 CM 19,547.50 BAHAN

List Profil Gypsum, t = 5 - 10 cm 1.0000 m' 15,000.00 15,000.00 Jointing Compound 0.1000 Kg 8,500.00 850.00 Steger 0.1000 ls 15,850.00 1,585.00 17,435.00

TENAGA - Pekerja 0.0210 oh 40,000.00 840.00 Tukang 0.0210 oh 52,500.00 1,102.50 Kepala Tukang 0.0020 oh 55,000.00 110.00 Mandor 0.0010 oh 60,000.00 60.00 2,112.50

PEKERJAAN KOSEN DAN PINTU

1 M3 KOSEN PINTU DAN JENDELA KAYU JATI Ex. MALANG 9,916,600.00 BAHAN

Kayu Jati Balok 1.1000 m3 7,600,000.00 8,360,000.00 Paku Klem 1.2000 kg 13,000.00 15,600.00 Lem Kayu 1.0000 kg 22,000.00 22,000.00 8,397,600.00

TENAGA - Pekerja 7.0000 oh 40,000.00 280,000.00 Tukang 21.0000 oh 52,500.00 1,102,500.00 Kepala Tukang 2.1000 oh 55,000.00 115,500.00 Mandor 0.3500 oh 60,000.00 21,000.00 1,519,000.00

1 M3 KOSEN PINTU DAN JENDELA KAYU KAMPER 11,585,250.00 Lantai Satu 1.0000 11,585,250.00 11,585,250.00 Lantai Dua 1.0900 11,585,250.00 12,627,922.50 Lantai Tiga 1.1200 11,585,250.00 12,975,480.00 Lantai Empat 1.1350 11,585,250.00 13,149,258.75 Lantai Lima 1.1620 11,585,250.00 13,462,060.50

BAHAN Kayu Kamper Balok 1.2000 m3 8,800,000.00 10,560,000.00 Paku Klem 1.2500 kg 13,000.00 16,250.00 Lem Kayu 1.0000 kg 22,000.00 22,000.00 10,598,250.00


1 M' PASANG KOSEN PINTU DAN KOSEN JENDELA DARI ALUMINIUM 114,945.00 Lantai Satu 1.0000 114,945.00 114,945.00 Lantai Dua 1.0900 114,945.00 125,290.05 Lantai Tiga 1.1200 114,945.00 128,738.40 Lantai Empat 1.1350 114,945.00 130,462.58 Lantai Lima 1.1620 114,945.00 133,566.09

BAHAN Jendela alumunium putih ex. INDALEX 1.2000 m' 75,000.00 90,000.00 90,000.00 Sealent 8.0000 m' 21,000.00 168,000.00

TENAGA Pekerja 0.1500 oh 40,000.00 6,000.00 Tukang 0.2500 oh 52,500.00 13,125.00 Kepala Tukang 0.0240 oh 55,000.00 1,320.00

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Mandor 0.0750 oh 60,000.00 4,500.00 24,945.00

1 M2 DAUN PINTU PANIL JATI Ex. MALANG 524,750.00 BAHAN

kayu Jati Papan 3 cm 0.0400 m3 7,600,000.00 304,000.00 Skrup 25.0000 bh 150.00 3,750.00 307,750.00

TENAGA Pekerja 1.0000 oh 40,000.00 40,000.00 Tukang 3.0000 oh 52,500.00 157,500.00 Kepala Tukang 0.3000 oh 55,000.00 16,500.00 Mandor 0.0500 oh 60,000.00 3,000.00 217,000.00

1 M2 DAUN PINTU PANIL KAMPER 576,750.00 BAHAN

Kayu Kamper Papan 3 cm 0.0400 m3 8,900,000.00 356,000.00 Skrup 25.0000 bh 150.00 3,750.00 359,750.00


1 M2 PASANG PINTU PANIL (80X230) KAMPER + MULTIPLEX 9 MM + TEAKWOOD 576,490.00 BAHAN

Kayu Papan Kamper 0.0291 m3 8,900,000.00 258,990.00 Multiplex 9 mm 0.6500 lmbr 125,000.00 81,250.00 Teakwood Jati 4 mm 1.0000 lmbr 95,000.00 95,000.00 Paku Triplex 0.2000 kg 11,000.00 2,200.00 Lem Putih Fox 0.0500 kg 22,000.00 1,100.00 Profil kayu 3.5000 m' 10,000.00 35,000.00 473,540.00


1 M2 PINTU / JENDELA KACA ALUMUNIUM 524,450.00 BAHAN

Aluminium Jendela 4.0000 m' 75,000.00 300,000.00 Sealent 0.1000 kg 21,000.00 2,100.00 Kaca Polos tebal 5mm 0.6500 m' 75,000.00 48,750.00 350,850.00


1 M2 PINTU / JENDELA KACA PAPAN KAYU KAMPER 537,000.00 BAHAN

Kayu Papan Kamper 0.0350 m3 8,900,000.00 311,500.00 Paku biasa 1.4000 m2 21,000.00 29,400.00 Kaca Polos tebal 5mm 0.3000 m2 75,000.00 22,500.00 363,400.00


1 M2 PASANG PINTU PLYWOOD RANGKAP RANGKA JATI 206,500.00 BAHAN

Kayu Jati 0.0196 m3 75,000.00 1,470.00 Paku Biasa 0.0300 kg 21,000.00 630.00 Lem Kayu 0.3000 ltr 22,000.00 6,600.00 Plywood t=4mm 1.0000 lbr 56,000.00 56,000.00 64,700.00


1 M2 PASANG PINTU TEAKWOOD+ FORMIKA RANGKA KAMPER KISI UN. KM 570,715.00 BAHAN

Kayu Kamper 0.0196 m3 8,900,000.00 174,440.00 Multiplex 9 mm 0.7000 m2 125,000.00 87,500.00 Teakwood Jati 4 mm + Formika 0.7000 m2 166,250.00 116,375.00 Pembuatan Kisis2 kayu kamper 0.3000 m2 140,000.00 42,000.00 420,315.00


1 M2 PASANG KACA MATI 5 MM 133,650.00 BAHAN

Alat bantu 1.0000 m3 - - Sealent 0.4000 kg 21,000.00 8,400.00 Kaca Gelap 5 mm 1.0000 m2 115,000.00 115,000.00 123,400.00

TENAGA Pekerja 0.0500 oh 40,000.00 2,000.00 Kepala Tukang 0.1500 oh 55,000.00 8,250.00 10,250.00

1 M2 PASANG KACA BURAM 5 MM 18,650.00 BAHAN

Alat bantu 1.0000 m3 - - Sealent 0.4000 kg 21,000.00 8,400.00 Kaca Buram tebal = 5 mm 1.0000 m2 - - 8,400.00


1 M' PASANG PROFIL KAYU KAMPER 7 CM 16,892.00 BAHAN

List Profil Kayu Kamper 1/7 1.0500 m' - - Paku biasa 0.0020 kg 21,000.00 42.00

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Lem Kayu 0.3000 ltr 22,000.00 6,600.00 6,642.00 TENAGA

Pekerja 0.0500 oh 40,000.00 2,000.00 Kepala Tukang 0.1500 oh 55,000.00 8,250.00 10,250.00


List Profil Kayu Kamper 1/10 1.0500 m' 10,000.00 10,500.00 Paku biasa 0.0020 kg 21,000.00 42.00 Lem Kayu 0.3000 ltr 22,000.00 6,600.00 17,142.00



List Profil Kayu Kamper 1/15 1.0500 m' - - Paku biasa 0.0020 kg 21,000.00 42.00 Lem Kayu 0.3000 ltr 22,000.00 6,600.00 6,642.00


1 M' PASANG PROFIL KAYU JATI 15 CM 16,892.00 BAHAN

List kayu jati profil 1.5/15 1.0500 m' - - Paku biasa 0.0020 kg 21,000.00 42.00 Lem Kayu 0.3000 ltr 22,000.00 6,600.00 6,642.00


1 M2 PASANG KACA STOPSOL BLUEGREY 6 MM 27,475.00 BAHAN

Alat bantu 1.0000 ls - - Sealent 0.4000 klng 21,000.00 8,400.00 Kaca Stopsol Blue Grey 6 mm 1.0500 m2 - - 8,400.00


1 M2 PASANG KACA STOPSOL BLUEGREY 8 MM 27,475.00 BAHAN

Alat bantu 1.0000 ls - - Sealent 0.4000 klng 21,000.00 8,400.00 Kaca Stopsol Blue Grey 8 mm 1.0500 m2 - - 8,400.00


1 M2 PASANG KACA TEMPERED 12 MM 27,475.00 BAHAN

Alat bantu 1.0000 ls - - Sealent 0.4000 klng 21,000.00 8,400.00 Kaca Temprd 12 mm 1.1000 m2 - - 8,400.00


1 M2 PASANG KACA NACO TEBAL 5 MM RAYBEN 176,975.00 BAHAN

Krepyak Naco 10.0000 daun - - Kaca Rayben 5 mm 1.3600 m2 115,000.00 156,400.00 Sekrup 10.0000 kg 150.00 1,500.00 157,900.00


1 M2 METAL CLIDDING COLOUR 18,025.00 BAHAN

Alat bantu 1.0000 ls - - Sealent 0.4000 klng 21,000.00 8,400.00 Clidding Wall Colour + Rangka 1.2000 m2 - - 8,400.00


1 M' PASANG KOSEN CURTAIN WALL ALUMINIUM 26,945.00 BAHAN

Aluminium Curtain 1.1000 m' - - - Sealent 2.0000 klng 21,000.00 42,000.00


1 UNIT PINTU FRAME LESS TEMPERED 103,855.50 Kaca tempered 12 mm 3.7800 m2 27,475.00 103,855.50 Aluminium profil warna 4" 0.0000 m' 114,945.00 - Patch Fitting Handle SS Complete Dekkson+Floorhinge Dorma 2.0000 set - - Kunci Ex Dorma 2.0000 set - - Handel Stainless Steel 2.0000 set - - 103,855.50

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PEKERJAAN PARTISI

1 M2 PARTISI DOUBLE TEAKWOOD 192,980.00 BAHAN

Teakwood 3 mm 1.0000 lbr 75,000.00 75,000.00 Kayu Kamper Usuk 0.0154 m3 5,200,000.00 80,080.00 Paku Klem 0.1000 kg 13,000.00 1,300.00 156,380.00


1 M2 PARTISI DOUBLE GYPSUM TEBAL 12 MM 214,313.89 Lantai Satu 1.0000 214,313.89 214,313.89 Lantai Dua 1.0900 214,313.89 233,602.14 Lantai Tiga 1.1200 214,313.89 240,031.56 Lantai Empat 1.1350 214,313.89 243,246.26 Lantai Lima 1.1620 214,313.89 249,032.74 Lantai Enam 1.1970 214,313.89 256,533.73 Lantai Tujuh 1.2360 214,313.89 264,891.97

BAHAN Gypsum Board 12 mm 0.6944 Lembar 110,000.00 76,388.89 Skrup 22.0000 bh 150.00 3,300.00 Hollow 2/4 0.5000 btg 51,000.00 25,500.00 Hollow 4/4 1.0000 btg 67,500.00 67,500.00 Skrup Fisher 2.0000 bh 500.00 1,000.00 Joint Tape 2.0000 m' 6,500.00 13,000.00 Jointing Compound 0.3000 Kg 8,500.00 2,550.00 189,238.89


PEKERJAAN ASSESORIES PINTU / JENDELA

1 BH PASANG KUNCI PINTU DOUBLE SLAAG SETARA LOGO - CISA 269,900.00 BAHAN

Kunci Pintu (Lockcase) + double cylinder 1.0000 bh 245,000.00 245,000.00 TENAGA

Pekerja 0.1500 oh 40,000.00 6,000.00 Tukang 0.3600 oh 52,500.00 18,900.00

1 BH PEMASANGAN KUNCI TANAM ANTIK 274,900.00 BAHAN

Kunci Tanam antik 1.0000 bh 250,000.00 250,000.00 TENAGA


1 BH PEMASANGAN KUNCI TANAM SES 24,900.00 BAHAN

Kunci SES 1.0000 bh - - TENAGA


1 BH PEMASANGAN KUNCI TANAM SILENDER KM/WC 60,100.00 BAHAN

Kunci Silinder 1.0000 bh 35,200.00 35,200.00 TENAGA


1 BH PEMASANGAN ENGSEL PINTU 28,050.00 BAHAN

Engsel Pintu 1.0000 bh 17,500.00 17,500.00 TENAGA


1 BH PEMASANGAN ENGSEL JENDELA 20,550.00 BAHAN

Engsel Jendela 1.0000 bh 10,000.00 10,000.00 TENAGA


1 BH PEMASANGAN GRENDEL PINTU 31,700.00 BAHAN

Grendel pintu 1.0000 bh 23,000.00 23,000.00 TENAGA


1 BH PEMASANGAN GRENDEL PINTU 3" 8,700.00 BAHAN

Grendel 3" ex. Muller 1.0000 bh - - TENAGA


1 BH PEMASANGAN GRENDEL JENDELA KUNINGAN 28,200.00 BAHAN

Grendel jendela kuningan 1.0000 bh 19,500.00 19,500.00 TENAGA


1 BH PEMASANGAN GRENDEL ESPANYOLET 8,700.00 BAHAN

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Grendel Espanyolet 1.0000 bh - - TENAGA


1 BH PEMASANGAN HAK ANGIN 55,550.00 BAHAN

Hak Angin 1.0000 bh 45,000.00 45,000.00 TENAGA


1 BH PASANG DOOR CLOSER 1,250,550.00 BAHAN

Door Closer 1.0000 bh 1,240,000.00 1,240,000.00 1,240,000.00 TENAGA -

Pekerja 0.0800 oh 40,000.00 3,200.00 Tukang 0.1400 oh 52,500.00 7,350.00 10,550.00

PEKERJAAN INSTALASI LISTRIK

1 TTK PEMASANGAN TITIK STOP KONTAK GEDUNG - 13,290.00 BAHAN -

Stop Kontak Broco 1.0000 bh - - Kabel NYA 500 V 2 x 2,5 mm2 15.0000 m' - - Pipa Pralon 5/8 1.0000 ljr - - T Dos PVC 1.0000 bh - - -

TENAGA - Pekerja Terampil 0.0010 oh 40,000.00 40.00 Tukang 0.2000 oh 52,500.00 10,500.00 Kepala Tukang 0.0500 oh 55,000.00 2,750.00 Mandor 0.0000 oh 60,000.00 - 13,290.00

1 TTK PEMASANGAN TITIK LAMPU GEDUNG - 41,000.00 BAHAN -

Isolator 4.0000 bh - - Kabel NYA 500 V 2 x 2,5 mm2 10.0000 m' - - Pipa Pralon 5/8 1.0000 ljr - - T Dos PVC 1.0000 bh - - Fitting Plafond 1.0000 bh - - -

TENAGA - Pekerja Terampil 0.3000 oh 40,000.00 12,000.00 Tukang 0.5000 oh 52,500.00 26,250.00 Kepala Tukang 0.0500 oh 55,000.00 2,750.00 Mandor 0.0000 oh 60,000.00 - 41,000.00

1 TTK PEMASANGAN TITIK LAMPU GEDUNG STOP KONTAK AC - 62,400.00 BAHAN -

Isolator 5.0000 bh - - Kabel NYY Eterna Ø 2½" x 3 18.0000 m' - - Pipa Pralon Ø 5/8 2.0000 ljr - - Inbow Dos PVC Kontak 1.0000 bh - -

- - - TENAGA -

Pekerja Terampil 0.6000 oh 40,000.00 24,000.00 Tukang 0.6000 oh 52,500.00 31,500.00 Kepala Tukang 0.0600 oh 55,000.00 3,300.00 Mandor 0.0600 oh 60,000.00 3,600.00 62,400.00

- 1 TTK PEMASANGAN SAKLAR TUNGGAL - 13,290.00

BAHAN - Saklar Tunggal Broco 1.0000 bh - - -

TENAGA - Pekerja Terampil 0.0010 oh 40,000.00 40.00 Tukang 0.2000 oh 52,500.00 10,500.00 Kepala Tukang 0.0500 oh 55,000.00 2,750.00 13,290.00

- 1 TTK PEMASANGAN SAKLAR GANDA - 10,665.00

BAHAN - Saklar Ganda Broco 1.0000 bh - - -

TENAGA - Pekerja Terampil 0.0010 oh 40,000.00 40.00 Tukang 0.2000 oh 40,000.00 8,000.00 Kepala Tukang 0.0500 oh 52,500.00 2,625.00 10,665.00

1 M' PEMASANGAN PVC UNTUK KABEL TANAM - 10,000.00 BAHAN -

Pipa PVC Type AW Ø 2 " 0.2500 ljr - - - TENAGA -

Pekerja Terampil 0.2500 oh 40,000.00 10,000.00 Tukang 0.0000 oh 40,000.00 - Kepala Tukang 0.0000 oh 40,000.00 - 10,000.00

1 UNIT PEMASANGAN PANEL PENERANGAN JALAN UMUM ( PJU ) - 60,000.00 BAHAN -

TENAGA - Pekerja Terampil 0.5000 oh 40,000.00 20,000.00 Tukang 0.5000 oh 40,000.00 20,000.00 Kepala Tukang 0.5000 oh 40,000.00 20,000.00 60,000.00

1 UNIT PEMASANGAN LAMPU HPS 70 W / 220 V LENGKAP - 55,000.00 BAHAN -

Lampu HPS (Armature,Balas,Ignitor.Caps) 70 W/220 1.0000 bh - - - ALAT -

Sewa Alat Bantu PJU 0.2500 jam - - - TENAGA -

Pekerja Tak Terampil 0.7500 oh 40,000.00 30,000.00 Tukang 0.2500 oh 40,000.00 10,000.00 Mandor 0.2500 oh 60,000.00 15,000.00 55,000.00


Lampu HPS (Armature,Balas,Ignitor.Caps) 150 W/220 1.0000 bh - - - ALAT -

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Lampu HPS (Armature,Balas,Ignitor.Caps) 250 W / 220 1.0000 bh - - - ALAT -




Lampu HPS (Armature,Balas,Ignitor.Caps) 400 W / 220 1.0000 bh - - - ALAT -



1 UNIT PEMASANGAN LAMPU MERCURY HPLN 80 WATT - 55,000.00 BAHAN -

Bola lampu Mercury HPLN-220 V / 80 W 1.0000 bh - - - ALAT -



1 UNIT PEMASANGAN LAMPU MERCURY HPLN 200 WATT - 55,000.00 BAHAN -

Bola lampu Mercury HPLN-220 V / 200 W 1.0000 bh - - - ALAT -



1 UNIT PEMASANGAN LAMPU NATRIUM 250 W / 220 V - 55,000.00 BAHAN -

Lampu Natrium 250 W/ 220 V + Balast 1.0000 bh - - - ALAT -



1 UNIT PEMASANGAN LAMPU SOROT 250 W / 220 V - 55,000.00 BAHAN -

Lampu Sorot (Armature,Balas,Ignitor.Caps) 250 watt 1.0000 bh - - - ALAT -



1 UNIT PEMASANGAN LAMPU SOROT 150 W / 220 V - 55,000.00 BAHAN -

Lampu Sorot (Armature,Balas,Ignitor.Caps) 150 watt 1.0000 bh - - - ALAT -



1 UNIT PEMASANGAN TIAN OKTOGONAL 5 M SINGLE+FLANDERS - 170,300.00 BAHAN -

Tiang Oktogonal Singgle Hot Dipped Galv + Flenders 5m 1.0000 unit - - - ALAT -

Sewa Crane 0.5000 jam 225,000.00 112,500.00 112,500.00 TENAGA -

Pekerja Tak Terampil 0.7500 oh 40,000.00 30,000.00 Pekerja Terampil 0.2500 oh 40,000.00 10,000.00 Tukang Listrik 0.2500 oh 40,000.00 10,000.00 Mandor 0.1300 oh 60,000.00 7,800.00 57,800.00

1 UNIT PEMASANGAN TIAN OKTOGONAL 5 M DOUBLE + FLANDERS - 170,300.00 BAHAN -

Tiang Oktogonal Double Hot Dipped Galv + Flenders 5m 1.0000 unit - - - ALAT -



1 UNIT PEMASANGAN TIAN OKTOGONAL 7 M SINGLE + FLANDERS - 170,300.00 BAHAN -

Tiang Oktogonal Singgle Hot Dipped Galv + Flenders 7 m 1.0000 unit - - - ALAT -


Pekerja Tak Terampil 0.7500 oh 40,000.00 30,000.00

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Pekerja Terampil 0.2500 oh 40,000.00 10,000.00 Tukang Listrik 0.2500 oh 40,000.00 10,000.00 Mandor 0.1300 oh 60,000.00 7,800.00 57,800.00


Tiang Oktogonal Double Hot Dipped Galv + Flenders 7 m 1.0000 unit - - - ALAT -



















1 UNIT PONDASI BIASA PJU 5 M - 7 M - 1,657,948.30 BAHAN -

Angkur Besi D.16 10.9720 kg 108,000.00 1,184,976.00 Pipa PVC Class D Ǿ 2 " 2.0000 m' - - Pasir Urug 0.0640 m3 85,000.00 5,440.00 Kayui Meranti Bekisting 0.0500 m3 2,500,000.00 125,000.00 Paku Reng 0.5000 kg 11,000.00 5,500.00 PC 94.3750 kg 1,200.00 113,250.00 Pasir Beton 1.1784 m3 140,000.00 164,976.00 Batu Pecah Mesin 2/3 0.0406 m3 150,000.00 6,090.00 Batu Pecah Mesin 1/2 0.1889 m3 150,000.00 28,335.00 1,633,567.00

ALAT Sewa Alat Bantu 0.1767 jam - - Sewa Vibrator Roller 0.0076 jam 202,000.00 1,535.20 Sewa Concrete Mixer 0.0076 jam 261,000.00 1,983.60 3,518.80


1 UNIT PONDASI BIASA PJU 7 M - 9 M - 2,029,943.90 BAHAN -

Angkur Besi D.19 10.9720 kg 140,400.00 1,540,468.80 Pipa PVC Class D Ǿ 2 " 2.0000 m' - - Pasir Urug 0.0960 m3 85,000.00 8,160.00 Kayui Meranti Bekisting 0.0500 m3 2,500,000.00 125,000.00 Paku Reng 0.5000 kg 11,000.00 5,500.00 PC 181.2950 kg 1,200.00 217,554.00 Pasir Beton 0.3364 m3 140,000.00 47,096.00 Batu Pecah Mesin 2/3 0.0406 m3 150,000.00 6,090.00 Batu Pecah Mesin 1/2 0.3770 m3 150,000.00 56,550.00 2,006,418.80

ALAT Sewa Alat Bantu 0.2709 jam - - Sewa Vibrator Roller 0.0152 jam 202,000.00 3,070.40 Sewa Concrete Mixer 0.0152 jam 261,000.00 3,967.20 7,037.60


1 UNIT PONDASI STROUSS PJU - 2,560,392.29 BAHAN -

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Angkur Besi D.19 10.9720 kg 182,520.00 2,002,609.44 Besi beton 6 mm polos 9.5400 btg - - Kawat Beton 0.1735 kg 10,500.00 1,821.75 Pipa PVC Class D Ǿ 2 " 2.0000 m' - - Pasir Urug 0.0960 m3 85,000.00 8,160.00 Kayui Meranti Bekisting 0.0500 m3 2,500,000.00 125,000.00 Paku Reng 0.5000 kg 11,000.00 5,500.00 PC 219.2000 kg 1,200.00 263,040.00 Pasir Beton 0.3364 m3 140,000.00 47,096.00 Batu Pecah Mesin 2/3 0.0406 m3 150,000.00 6,090.00 Batu Pecah Mesin 1/2 0.3770 m3 150,000.00 56,550.00 2,515,867.19

ALAT Sewa Alat Bantu 0.2709 jam - - Sewa alat strouss 1.2000 jam 17,500.00 21,000.00 Sewa Vibrator Roller 0.0152 jam 202,000.00 3,070.40 Sewa Concrete Mixer 0.0152 jam 261,000.00 3,967.20 28,037.60


PEKERJAAN SANITAIR / FICTURE UNIT

1 M' PEMASANGAN SALURAN Ǿ 40 SEGMEN - 20,404.00 BAHAN -

Buis beton Ø 40 cm 1.0000 bh - - - TENAGA -

Pekerja Tak Terampil 0.4750 oh 40,000.00 19,000.00 Mandor 0.0234 oh 60,000.00 1,404.00 20,404.00








Buis beton Ø 100 cm 1.0000 bh 280,000.00 280,000.00 280,000.00 TENAGA -


1 M' PEMASANGAN SALURAN U- Ǿ 20 SEGMEN - 16,616.00 BAHAN -

Buis beton U - Ø 20 cm 1.0000 bh - - - TENAGA -


1 M' PEMASANGAN SALURAN U- Ǿ 30 SEGMEN - 16,616.00 BAHAN -

Buis beton U - Ø 30 cm 1.0000 bh - - - TENAGA -


1 M' PEMASANGAN PIPA AIR BERSIH Ǿ ½ " - 36,806.50 BAHAN -

Pipa PVC Type AW Ø ½ " 1.1000 m' - - - Lem PVC 0.1000 bh - - -

TENAGA - Pekerja Terampil 0.8128 oh 40,000.00 32,512.00 Tukang Pipa 0.0818 oh 52,500.00 4,294.50 36,806.50

1 M' PEMASANGAN PIPA AIR BERSIH Ǿ ¾ " - 36,806.50 BAHAN -

Pipa PVC Type AW Ø ¾ " 1.1000 m' - - - Lem PVC 0.1000 bh - - -


1 M' PEMASANGAN PIPA AIR BERSIH Ǿ 1 " - 36,806.50 BAHAN -

Pipa PVC Type AW Ø 1 " 1.1000 m' - - - Lem PVC 0.1000 bh - - -


1 M' PEMASANGAN PIPA AIR BERSIH Ǿ 1½ " - 36,806.50 BAHAN -

Pipa PVC Type AW Ø 1½ " 1.1000 m' - - - Lem PVC 0.1000 bh - - -


1 M' PEMASANGAN PIPA AIR KOTOR Ǿ 1½ " - 36,806.50 BAHAN -

Pipa PVC Type C Ø 1½ " 1.1000 m' - - - Lem PVC 0.2000 bh - - -

TENAGA -

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Pekerja Terampil 0.8128 oh 40,000.00 32,512.00 Tukang Pipa 0.0818 oh 52,500.00 4,294.50 36,806.50

1 M' PEMASANGAN PIPA AIR KOTOR Ǿ 2 " - 36,806.50 BAHAN -

Pipa PVC Type C Ø 2 " 1.1000 m' - - - Lem PVC 0.2000 bh - - -








1 BH PEMASANGAN KRAN AIR IMPORT - 124,525.00 BAHAN -

Kran Air Ø¾" 1.0000 bh - - - Rol TBA 1.0000 roll 115,000.00 115,000.00 115,000.00

TENAGA - Kepala Tukang 0.0300 oh 55,000.00 1,650.00 Tukang Pipa 0.1500 oh 52,500.00 7,875.00 9,525.00

1 BH PEMASANGAN KRAN AIR LOKAL - 124,525.00 BAHAN -

Kran Air Ø½" 1.0000 bh - - - Rol TBA 1.0000 roll 115,000.00 115,000.00 115,000.00

TENAGA - Kepala Tukang 0.0300 oh 55,000.00 1,650.00 Tukang Pipa 0.1500 oh 52,500.00 7,875.00 9,525.00

1 BH PEMASANGAN CLOSET DUDUK Ex. INA - 1,837,000.00 BAHAN -

Closet Duduk ex. INA 1.0000 bh 1,750,000.00 1,750,000.00 1,750,000.00 TENAGA -

Kepala Tukang 0.1500 oh 55,000.00 8,250.00 Tukang Pipa 1.5000 oh 52,500.00 78,750.00 87,000.00

1 BH PEMASANGAN CLOSET DUDUK Ex. INA - 100,202.50 BAHAN -

Closet Duduk Putih Porselin Komplit ex. INA 1.0000 bh - - - TENAGA -

Pekerja tak terampil 1.3300 oh 35,000.00 46,550.00 Tukang 1.1000 oh 40,000.00 44,000.00 Kepala Tukang 0.0010 oh 52,500.00 52.50 Mandor 0.1600 oh 60,000.00 9,600.00 100,202.50

1 BH PEMASANGAN CLOSET DUDUK MONOBLOCK Ex. TOTO - 1,623,952.50 BAHAN -

Closet Duduk Standard lengkap TOTO C 48 1.0000 bh 1,437,500.00 1,437,500.00 1,523,750.00

Perlengkapan ( 6% X Harga closet) 0.0600 ls 1,437,500.00 86,250.00 TENAGA -

Pekerja tak terampil 1.3300 oh 35,000.00 46,550.00 Tukang 1.1000 oh 40,000.00 44,000.00 Kepala Tukang 0.0010 oh 52,500.00 52.50 Mandor 0.1600 oh 60,000.00 9,600.00 100,202.50

1 BH PEMASANGAN CLOSET JONGKOK Ex. INA - 65,250.00 BAHAN -

Closet Jongkok putih ex. INA 1.0000 bh - - - TENAGA -


1 BH PEMASANGAN CLOSET JONGKOK Ex. TOTO - 65,250.00 BAHAN -

Closet Jongkok Warna ex. TOTO 1.0000 bh - - - TENAGA -


1 BH PEMASANGAN WASHTAFEL - 1,324,425.00 BAHAN -

Washtafel lokal besar 1.0000 bh 880,000.00 880,000.00 Kran Air ( Import ) 1.0000 bh 124,525.00 124,525.00 Flexible 60 cm 1.0000 m 60,000.00 60,000.00 Knee PVC Ø 11/2 " 1.0000 bh 6,900.00 6,900.00 Rol TBA 1.0000 rol 115,000.00 115,000.00 Sifon Wasser 1.0000 set - - Waltermoor 1.0000 bh - -

- - 1,186,425.00 TENAGA -

Pekerja Tak Terampil 1.2000 oh 40,000.00 48,000.00 Tukang 1.4500 oh 52,500.00 76,125.00 Kepala Tukang 0.1500 oh 52,500.00 7,875.00 Mandor 0.1000 oh 60,000.00 6,000.00 138,000.00

1 BH PEMASANGAN WASHTAFEL Ex. TOTO - 1,559,900.00 BAHAN -

Wastafel Meja Warna Standard Lengkap (L 546) 1.0000 bh 1,100,000.00 1,100,000.00 Kran Air ( Import ) 1.0000 bh 140,000.00 140,000.00 Flexible 60 cm 1.0000 m 60,000.00 60,000.00 Knee PVC Ø 11/2 " 1.0000 bh 6,900.00 6,900.00

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Rol TBA 1.0000 rol 115,000.00 115,000.00 1,421,900.00

TENAGA Pekerja Tak Terampil 1.2000 oh 40,000.00 48,000.00 Tukang 1.4500 oh 52,500.00 76,125.00 Kepala Tukang 0.1500 oh 52,500.00 7,875.00 Mandor 0.1000 oh 60,000.00 6,000.00 138,000.00

1 BH PEMASANGAN LUBANG AVOER - 15,975.00 BAHAN -

Pipa PVC Type C Ø 2 " 0.5000 m - - - Ijuk 0.0500 kg 15,000.00 750.00 750.00

TENAGA - Pekerja Tak Terampil 0.0600 oh 40,000.00 2,400.00 Tukang 0.0300 oh 52,500.00 1,575.00 Kepala Tukang 0.1000 oh 52,500.00 5,250.00 Mandor 0.1000 oh 60,000.00 6,000.00 15,225.00

1 BH URINOAR TYPE MUSLIM 1,590,364.00 BAHAN

Urinoar Type Muslim 1.0000 Bh 1,394,400.00 1,394,400.00 Perlengkapan ( 6% X Harga closet) 0.0600 ls 1,394,400.00 83,664.00 Semen PC/50 kg 6.0000 Kg 1,200.00 7,200.00 Pasir Pasang 0.0100 m3 135,000.00 1,350.00 1,486,614.00

TENAGA Pekerja 1.0000 oh 40,000.00 40,000.00 Tukang Batu 1.0000 oh 52,500.00 52,500.00 Kepala tukang Batu 0.1000 oh 52,500.00 5,250.00 Mandor 0.1000 oh 60,000.00 6,000.00 103,750.00

1 BH PARTISI PENYEKAT URINOAR 34,375.00 BAHAN

Patisi Penyekat Urinoir (TOTO A 100) 1.0000 Bh - - Perlengkapan ( 6% X Harga penyekat) 0.0600 ls - - -


1 BH WASHTAFEL PADESTAL 146,550.00 Lantai Satu 1.0000 146,550.00 146,550.00 Lantai Dua 1.0900 146,550.00 159,739.50 Lantai Tiga 1.1200 146,550.00 164,136.00 Lantai Empat 1.1350 146,550.00 166,334.25 Lantai Lima 1.1620 146,550.00 170,291.10 Lantai Enam 1.1970 146,550.00 175,420.35 Lantai Tujuh 1.2360 146,550.00 181,135.80

BAHAN Wastafel Gantung (L 237 V3) 1.0000 Bh - - Perlengkapan ( 12% X Harga washtafel) 0.1200 ls - - Semen PC/50 kg 6.0000 Kg 1,200.00 7,200.00 Pasir Pasang 0.0100 m3 135,000.00 1,350.00 8,550.00


1 BH WASHTAFEL MEJA 1,378,550.00 Lantai Satu 1.0000 1,378,550.00 1,378,550.00 Lantai Dua 1.0900 1,378,550.00 1,502,619.50 Lantai Tiga 1.1200 1,378,550.00 1,543,976.00 Lantai Empat 1.1350 1,378,550.00 1,564,654.25 Lantai Lima 1.1620 1,378,550.00 1,601,875.10 Lantai Enam 1.1970 1,378,550.00 1,650,124.35 Lantai Tujuh 1.2360 1,378,550.00 1,703,887.80

BAHAN Wastafel Meja Warna Standard Lengkap (L 546) 1.0000 Bh 1,100,000.00 1,100,000.00 Perlengkapan ( 12% X Harga washtafel) 0.1200 ls 1,100,000.00 132,000.00 Semen PC/50 kg 6.0000 Kg 1,200.00 7,200.00 Pasir Pasang 0.0100 m3 135,000.00 1,350.00 1,240,550.00


1 BH SLOP SINK / SERVICE SINK 146,550.00 Lantai Satu 1.0000 146,550.00 146,550.00 Lantai Dua 1.0900 146,550.00 159,739.50 Lantai Tiga 1.1200 146,550.00 164,136.00 Lantai Empat 1.1350 146,550.00 166,334.25 Lantai Lima 1.1620 146,550.00 170,291.10 Lantai Enam 1.1970 146,550.00 175,420.35 Lantai Tujuh 1.2360 146,550.00 181,135.80

BAHAN Slop Sink 1.0000 Bh - - Perlengkapan ( 12% X Harga washtafel) 0.1200 ls - - Semen PC/50 kg 6.0000 Kg 1,200.00 7,200.00 Pasir Pasang 0.0100 m3 135,000.00 1,350.00 8,550.00


1 BH BAK MANDI FABER 0,3 M3 248,700.00 Lantai Satu 1.0000 248,700.00 248,700.00 Lantai Dua 1.0900 248,700.00 271,083.00 Lantai Tiga 1.1200 248,700.00 278,544.00 Lantai Empat 1.1350 248,700.00 282,274.50 Lantai Lima 1.1620 248,700.00 288,989.40 Lantai Enam 1.1970 248,700.00 297,693.90 Lantai Tujuh 1.2360 248,700.00 307,393.20

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BAHAN Bak mandi fibergalss 1.0000 Bh - - Perlengkapan ( 18% X Harga washtafel) 0.1800 ls - - -


1 BH KRAN AIR Ø 1/2 " ATAU Ø 3/4 " 138,940.63 Lantai Satu 1.0000 138,940.63 138,940.63 Lantai Dua 1.0900 138,940.63 151,445.28 Lantai Tiga 1.1200 138,940.63 155,613.50 Lantai Empat 1.1350 138,940.63 157,697.61 Lantai Lima 1.1620 138,940.63 161,449.01 Lantai Enam 1.1970 138,940.63 166,311.93 Lantai Tujuh 1.2360 138,940.63 171,730.61

BAHAN Kran air Ø 1/2" atau Ø 3/4" (TOTO T23 B13) 1.0000 Bh 132,250.00 132,250.00 SEAL TAPE 0.0250 Bh 8,625.00 215.63 132,465.63

TENAGA Pekerja 0.0100 oh 40,000.00 400.00 Tukang Batu 0.1000 oh 52,500.00 5,250.00 Kepala tukang Batu 0.0100 oh 52,500.00 525.00 Mandor 0.0050 oh 60,000.00 300.00 6,475.00

1 BH KRAN SINK 6,690.63 Lantai Satu 1.0000 6,690.63 6,690.63 Lantai Dua 1.0900 6,690.63 7,292.78 Lantai Tiga 1.1200 6,690.63 7,493.50 Lantai Empat 1.1350 6,690.63 7,593.86 Lantai Lima 1.1620 6,690.63 7,774.51 Lantai Enam 1.1970 6,690.63 8,008.68 Lantai Tujuh 1.2360 6,690.63 8,269.61

BAHAN Kran Sink 1.0000 Bh - - SEAL TAPE 0.0250 Bh 8,625.00 215.63 215.63


1 BH FLOOR DRAIN 132,975.00 Lantai Satu 1.0000 132,975.00 132,975.00 Lantai Dua 1.0900 132,975.00 144,942.75 Lantai Tiga 1.1200 132,975.00 148,932.00 Lantai Empat 1.1350 132,975.00 150,926.63 Lantai Lima 1.1620 132,975.00 154,516.95 Lantai Enam 1.1970 132,975.00 159,171.08 Lantai Tujuh 1.2360 132,975.00 164,357.10

BAHAN Floor Drain (TOTO TX 1 B) 1.0000 Bh 126,500.00 126,500.00 126,500.00


1 BH SOAP HOLDER 37,725.00 Lantai Satu 1.0000 37,725.00 37,725.00 Lantai Dua 1.0900 37,725.00 41,120.25 Lantai Tiga 1.1200 37,725.00 42,252.00 Lantai Empat 1.1350 37,725.00 42,817.88 Lantai Lima 1.1620 37,725.00 43,836.45 Lantai Enam 1.1970 37,725.00 45,156.83 Lantai Tujuh 1.2360 37,725.00 46,628.10

BAHAN Soap Holder (TOTO S 11 N) 1.0000 Bh 31,250.00 31,250.00 31,250.00


1 BH TISSEU HOLDER 6,475.00 Lantai Satu 1.0000 6,475.00 6,475.00 Lantai Dua 1.0900 6,475.00 7,057.75 Lantai Tiga 1.1200 6,475.00 7,252.00 Lantai Empat 1.1350 6,475.00 7,349.13 Lantai Lima 1.1620 6,475.00 7,523.95 Lantai Enam 1.1970 6,475.00 7,750.58 Lantai Tujuh 1.2360 6,475.00 8,003.10

BAHAN Tisue Holder (TS 116 R) 1.0000 Bh - - -


1 BH JET WASHER 115,725.00 Lantai Satu 1.0000 115,725.00 115,725.00 Lantai Dua 1.0900 115,725.00 126,140.25 Lantai Tiga 1.1200 115,725.00 129,612.00 Lantai Empat 1.1350 115,725.00 131,347.87 Lantai Lima 1.1620 115,725.00 134,472.45 Lantai Enam 1.1970 115,725.00 138,522.82 Lantai Tujuh 1.2360 115,725.00 143,036.10

BAHAN Jet Washer (TOTO TX 423 SVINCR) 1.0000 Bh 109,250.00 109,250.00 109,250.00

TENAGA Pekerja 0.0100 oh 40,000.00 400.00 Tukang Batu 0.1000 oh 52,500.00 5,250.00 Kepala tukang Batu 0.0100 oh 52,500.00 525.00

of 334

Mandor 0.0050 oh 60,000.00 300.00 6,475.00

1 BH TEMPAT HANDUK (TOWELSHELF) SETARA TOTO TYPE TX.4A 6,475.00 Lantai Satu 1.0000 6,475.00 6,475.00 Lantai Dua 1.0900 6,475.00 7,057.75 Lantai Tiga 1.1200 6,475.00 7,252.00 Lantai Empat 1.1350 6,475.00 7,349.13 Lantai Lima 1.1620 6,475.00 7,523.95 Lantai Enam 1.1970 6,475.00 7,750.58 Lantai Tujuh 1.2360 6,475.00 8,003.10

BAHAN Towel Shelf (TOTO TX 4 A) 1.0000 Bh - - -


1 BH PEGANGAN (GRAB BAR) SETARA TOTO TYPE TX.3 A2 (550MM) 6,475.00 Lantai Satu 1.0000 6,475.00 6,475.00 Lantai Dua 1.0900 6,475.00 7,057.75 Lantai Tiga 1.1200 6,475.00 7,252.00 Lantai Empat 1.1350 6,475.00 7,349.13 Lantai Lima 1.1620 6,475.00 7,523.95 Lantai Enam 1.1970 6,475.00 7,750.58 Lantai Tujuh 1.2360 6,475.00 8,003.10

BAHAN Grab Bar (TOTO TX3 A2) 1.0000 Bh - - -


1 BH GANTUNGAN HANDUK (TOWEL RING) SETARA TOTO TYPE TS 115 S 6,475.00 Lantai Satu 1.0000 6,475.00 6,475.00 Lantai Dua 1.0900 6,475.00 7,057.75 Lantai Tiga 1.1200 6,475.00 7,252.00 Lantai Empat 1.1350 6,475.00 7,349.13 Lantai Lima 1.1620 6,475.00 7,523.95 Lantai Enam 1.1970 6,475.00 7,750.58 Lantai Tujuh 1.2360 6,475.00 8,003.10

BAHAN Towel Ring (TOTO TS 115 S) 1.0000 Bh - - -


1 BH KAIT PAKAIAN (DOUBLE ROBE HOOK) SETARA TOTO TYPE TS.118 WS 6,475.00 Lantai Satu 1.0000 6,475.00 6,475.00 Lantai Dua 1.0900 6,475.00 7,057.75 Lantai Tiga 1.1200 6,475.00 7,252.00 Lantai Empat 1.1350 6,475.00 7,349.13 Lantai Lima 1.1620 6,475.00 7,523.95 Lantai Enam 1.1970 6,475.00 7,750.58 Lantai Tujuh 1.2360 6,475.00 8,003.10

BAHAN Double robe hook (TS 118 WS) 1.0000 Bh - - -


1 BH PASANG KACA CERMIN 120 X 240 CM, T=5mm DI BEVEL 2 CM 129,350.00 Lantai Satu 1.0000 129,350.00 129,350.00 Lantai Dua 1.0900 129,350.00 140,991.50 Lantai Tiga 1.1200 129,350.00 144,872.00 Lantai Empat 1.1350 129,350.00 146,812.25 Lantai Lima 1.1620 129,350.00 150,304.70 Lantai Enam 1.1970 129,350.00 154,831.95 Lantai Tujuh 1.2360 129,350.00 159,876.60

BAHAN Kaca Cermin 5 mm + Bevel 2 cm 2.8880 M2 37,500.00 108,300.00 108,300.00

TENAGA Pekerja 0.0200 oh 40,000.00 800.00 Tukang Batu 0.2500 oh 52,500.00 13,125.00 Kepala tukang Batu 0.0500 oh 52,500.00 2,625.00 Mandor 0.0750 oh 60,000.00 4,500.00 21,050.00

1 BH BAK CUCI STAINLESS STEEL 18,615.00 Lantai Satu 1.0000 18,615.00 18,615.00 Lantai Dua 1.0900 18,615.00 20,290.35 Lantai Tiga 1.1200 18,615.00 20,848.80 Lantai Empat 1.1350 18,615.00 21,128.03 Lantai Lima 1.1620 18,615.00 21,630.63 Lantai Enam 1.1970 18,615.00 22,282.16 Lantai Tujuh 1.2360 18,615.00 23,008.14

BAHAN Kitchen Zink Stainless Standard Lokal ( 1 Lobang ) 1.0000 Bh - - Perlengkapan ( 18% X Harga Bahan) 0.1000 ls - - -

TENAGA Pekerja 0.0300 oh 40,000.00 1,200.00 Tukang Batu 0.3000 oh 52,500.00 15,750.00 Kepala tukang Batu 0.0300 oh 52,500.00 1,575.00 Mandor 0.0015 oh 60,000.00 90.00 18,615.00

1 BH TOP TABLE BATU GRANITE 428,957.50 Lantai Satu 1.0000 428,957.50 428,957.50 Lantai Dua 1.0900 428,957.50 467,563.68 Lantai Tiga 1.1200 428,957.50 480,432.40 Lantai Empat 1.1350 428,957.50 486,866.76 Lantai Lima 1.1620 428,957.50 498,448.62

of 334

Lantai Enam 1.1970 428,957.50 513,462.13 Lantai Tujuh 1.2360 428,957.50 530,191.47

BAHAN Batu GRANIT import Italy 1.0520 m2 325,000.00 341,900.00 Semen PC/50 kg 14.1500 Kg 1,200.00 16,980.00 Pasir Pasang 0.0390 m3 135,000.00 5,265.00 Semen Warna 2.0000 Kg 9,000.00 18,000.00 382,145.00


PEKERJAAN INFRASTRUKTUR

1 M2 PEMASANGAN PAVING T= 8 CM - 15,225.00 BAHAN -

PAVINGST ( K.125 ) warna abu2 t=8cm 1.0500 m2 - - - TENAGA -








1 M2 PEMASANGAN GRESS BLOCK - 15,225.00 BAHAN -

Gress Block Beton 10 x 40 x 60 cm 1.0500 m2 - - - TENAGA -


1 M' PEMASANGAN KANSTEEN BDCM - 26,320.00 BAHAN -

PC 18.0000 kg 1,200.00 21,600.00 21,735.00 Pasir Pasang 0.0010 m3 135,000.00 135.00 Kansteen BDCM 1.0000 m' - -

TENAGA - Pekerja Terampil 0.0500 oh 40,000.00 2,000.00 Tukang 0.0500 oh 40,000.00 2,000.00 Kepala Tukang 0.0100 oh 52,500.00 525.00 Mandor 0.0010 oh 60,000.00 60.00 4,585.00

1 M' PEMASANGAN KANSTEEN TRAP - 26,320.00 BAHAN -

PC 18.0000 kg 1,200.00 21,600.00 21,735.00 Pasir Pasang 0.0010 m3 135,000.00 135.00 Kansteen 1.0000 m' - -


1 M2 PEMASANGAN STOPER / USKUP - 12,720.00 BAHAN -

Pasir Pasang 0.0010 m3 135,000.00 135.00 Stoper / uskup tebal 6 cm 3.3400 bh - - 135.00


1 M2 PEMASANGAN STOPER / USKUP - 12,586.20 BAHAN -

Pasir Pasang 0.0010 m3 1,200.00 1.20 Stoper / uskup tebal 8 cm 3.3400 bh - - 1.20


Surabaya, 05 Januari 2011PT.ANGGREK MERAH


of 334

50000

of 334

Wheel LoaderDump TruckMotor GraderVibrator RollerWater TankerAlat bantu

of 334

0.1 52800580800

0.1 52650579150

of 334

1100

of 334

0.04

22000

MANPOWER SCHEDULE RENCANA

No. Tenaga Yang Dibutuhkan Jumlah Bulan Ke-3 Bulan Ke-4

07-13/03/11 14-20/03/11 21-27/03/11 28-03/04/11

8 9 10 11

A PROJECT MANAGEMENT

1 Project manager 1 1 1 1 1

2 Construction Manager 1 1 1 1 1

3 Technical Manager 1 1 1 1 1

5 Finance Manager 1 1 1 1 1

B PROJECT STAFF 1 Technical Staff

- Structure Supervisor 3 2 2 3 3

- Asistent Structure Supervisor 1 1 1 2 2

- Drafter 1 1 1 1 1

- Quantity Surveyor 2 2 2 2 2

- Planning & Schedulling 1 1 1 1 1

- Surveyor 2 1 1 1 2

- Asisten Surveyor 2 1 1 2 2

- Technical Administration 1 1 1 1 12 Non Technical Staff

- Cashier 1 1 1 1 1

- Secretary 1 1 1 1 1

- Security 2 1 2 1 2

C Tenaga Kerja Harian - Mandor 7 1 7 7 7 - Kepala Tukang 9 1 9 9 9 - Tukang 25 12 14 18 21 - Tukang besi 26 3 23 23 23 - Pekerja tak terampil 20 6 18 18 18 - Pekerja 12 12 84 93 98

Jumlah 120 52 173 188 198


Bulan Ke-4 Bulan Ke-5 Bulan Ke-604-10/04/11 11-17/04/11 18-24/04/11 25-01/05/11 02-08/05/11 09-15/05/11 16-22/05/11 23-29/05/11 30-05/06/11

12 13 14 15 16 17 18 19 20

1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1

3 3 3 3 3 3 3 3 2

2 2 2 2 2 2 2 2 1

1 1 1 1 1 1 1 1 1

2 2 2 2 2 2 2 2 2

1 1 1 1 1 1 1 1 1

2 2 2 2 2 2 2 2 1

2 2 2 2 2 2 2 2 1

1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1

1 1 1 1 1 1 1 1 1

1 2 1 2 1 2 1 2 1

7 7 7 7 7 1 29 9 9 9 3 4 125 25 25 25 16 11 11 31 726 26 26 26 26 2 2 20 1020 20 20 20 20 2 2 69 26104 104 104 104 38 20 20 15 10212 213 212 213 131 57 56 162 73


Bulan Ke-606-12/06/11

21

1

1

1

1

2

1

1

2

1

1

1

1

1

1

2

11137132

No Nama Alat Jumlah Harga /hari Hari Pakai

1 Theodol 1 Rp - 282 Alat las 1 Rp 250,000.00 303 Bar Cut 2 Rp 150,000.00 304 Vibrato 3 Rp 125,000.00 305 Bucket 2 Rp 200,000.00 306 Water P 1 Rp 100,000.00 307 Lampu 10 Rp 25,000.00 308 Scafold 520 Rp 10,000.00 30

Genset 1 Rp 150,000.00 30

Total

No. Daftar Sewa Alat Kapasitas Jumlah

1 Theodolit 22 Vibrator 33 Bar Bender 14 Bar Cutter 15 Genset 10 KVA 16 Mesin Las 17 Beton Molen 28 Baby Roller 1 Ton 19 Wales 10 Ton 1

10 Mobil Crane 5 Ton 5 Ton 111 Dozer 5 Ton 112 Concrete Pump 113 Scafolding 414 Lampu Sorot 10

JUMLAH

Jumlah

Rp - Rp 7,500,000.00 Rp 9,000,000.00 Rp 11,250,000.00 Rp 12,000,000.00 Rp 3,000,000.00 Rp 7,500,000.00 Rp 156,000,000.00 Rp 4,500,000.00

Rp 210,750,000.00

Harga Sewa Unit TOTAL

Rp 100,000.00 6 hari Rp 1,200,000.00 Rp 150,000.00 30 hari Rp 13,500,000.00 Rp 150,000.00 30 hari Rp 4,500,000.00 Rp 150,000.00 30 hari Rp 4,500,000.00 Rp 250,000.00 60 hari Rp 15,000,000.00 Rp 100,000.00 30 hari Rp 3,000,000.00 Rp 150,000.00 6 hari Rp 1,800,000.00 Rp 300,000.00 2 hari Rp 600,000.00 Rp 500,000.00 2 hari Rp 1,000,000.00 Rp 1,500,000.00 48 hari Rp 72,000,000.00 Rp 150,000.00 24 jam Rp 3,600,000.00 Rp 2,000,000.00 10 hari Rp 20,000,000.00 Rp 300,000.00 45 hari Rp 54,000,000.00 Rp 25,000.00 90 hari Rp 22,500,000.00

JUMLAH Rp 217,200,000.00

KURVA "S" RENCANA STRUKTUR

PEMBANGUNAN GEDUNG MENEJEMEN 4 LANTAI

RUMAH SAKIT UMUM DAERAH dr. SOEDONO MADIUN


No. URAIAN PEKERJAAN Durasi BobotWaktu Bulan Ke-3

Hari 7 8 9

A. LANTAI - I (di atas ± 0.00)

A.1. PEKERJAAN STRUKTUR

1 Beton Kolom

Bekisting 7 1.22% 0.012

Pembesian 6 1.78% 0.018

Ready Mix K-250 7 0.52%

2 Beton Balok

Bekisting 7 2.55%

Pembesian 6 5.98%

Ready Mix K-250 7 2.39%

3 Pek. Tangga Utama

Bekisting 4 0.83%

Pembesian 3 0.30%

Ready Mix K-250 3 0.11%

4 Pek. Lift Utama

Bekisting 4 0.49% 0.002 0.002 0.002

Pembesian 3 0.29% 0.001011 0.001011

Ready Mix K-250 3 0.10%

5 Pek. Ramp Beton

Bekisting 14 0.48%

Pembesian 14 0.46%

Ready Mix K-175 14 0.46%

6 Pek. Plat

Bekisting 7 2.68%

Pembesian 6 3.23%

Ready mix K-250 7 1.79%

B. LANTAI - II (di atas + 4.50)

B.1. PEKERJAAN STRUKTUR

1 Beton Kolom

Bekisting 4 1.23%

Pembesian 3 2.09%

Ready Mix K-250 3 0.48%

2 Beton Balok

Bekisting 4 2.72%

Pembesian 3 5.45%

Ready Mix K-250 3 1.81%

3 Pek. Tangga Utama

Bekisting 4 0.98%

Pembesian 3 0.76%

Ready Mix K-250 3 0.28%

4 Pek. Lift Utama

Bekisting 4 0.49%

Pembesian 3 0.47%

Ready Mix K-250 3 0.09%

5 Pek. Tangga Darurat

Bekisting 7 0.59%

Pembesian 5 0.27%

Ready Mix K-175 7 0.09%

6 Pek. Plat

Bekisting 4 2.92%

Pembesian 3 2.69%

Ready mix K-250 3 1.63%

C. LANTAI - III (di atas +8.50)

C.1. PEKERJAAN STRUKTUR

1 Beton Kolom

Bekisting 4 1.01%

Pembesian 3 1.74%

Ready Mix K-250 3 0.46%

2 Beton Balok

Bekisting 7 2.18%

Pembesian 5 5.55%

Ready Mix K-250 7 1.85%

3 Pek. Tangga Utama

Bekisting 7 1.22%

Pembesian 5 0.68%

Ready Mix K-250 7 0.25%

4 Pek. Lift Utama

Bekisting 7 0.54%

Pembesian 5 0.29%

Ready Mix K-250 7 0.11%


Bekisting 7 1.09%

Pembesian 5 0.20%

Ready Mix K-175 7 0.11%

6 Pek. Plat

Bekisting 4 2.51%

Pembesian 3 2.85%

Ready mix K-250 3 1.60%

D. LANTAI - IV (di atas+12.50)

D.1. PEKERJAAN STRUKTUR

1 Beton Kolom

Bekisting 12 0.83%

Pembesian 5 1.45%

Ready Mix K-250 9 0.38%

2 Beton Balok

Bekisting 12 1.41%

Pembesian 9 4.74%

Ready Mix K-250 9 1.74%

3 Pek. Lisplank

Bekisting 4 0.48%

Pembesian 3 1.21%

Ready Mix K-250 3 0.66%

4 Pek. Tangga Utama

Bekisting 4 1.05%

Pembesian 3 0.54%

Ready Mix K-250 3 0.20%

5 Pek. Lift Utama

Bekisting 4 0.60%

Pembesian 3 0.27%

Ready Mix K-250 3 0.11%


Bekisting 4 1.09%

Pembesian 3 0.20%

Ready Mix K-175 3 0.09%

7 Pek. Plat

Bekisting 4 0.94%

Pembesian 3 2.40%

Ready mix K-250 3 2.01%

E. LANTAI -R. LIFT V (di atas+16.50)

E.1. PEKERJAAN STRUKTUR

1 Beton Kolom

Bekisting 12 0.16%

Pembesian 9 0.55%

Ready Mix K-250 9 0.15%

2 Beton Balok

Bekisting 4 0.22%

Pembesian 3 0.73%

Ready Mix K-250 3 0.25%

3 Pek. Plat

Bekisting 4 0.09%

Pembesian 3 0.33%

Ready Mix K-250 3 0.18%

Total Pekerjaan 100%

Progres (%) 0.002063 0.033116 0.003074

Progres kumulatif (%) 0.002063 0.035179 0.038254



KURVA "S" RENCANA & REALISASI

No. URAIAN PEKERJAAN Durasi Bobot

Waktu Bln K-3

Hari 07-13/03/11 14-20/03/11 21-27/03/11

Minggu ke- 8 9 10

A. LANTAI - I (di atas ± 0.00)A.1. PEKERJAAN STRUKTUR

1 Beton Kolom Bekisting 7 1.22% 1.22%Pembesian 6 1.78% 1.78%Ready Mix K-250 7 0.52% 0.52%

2 Beton BalokBekisting 7 2.55% 2.55%Pembesian 6 5.98% 5.98%Ready Mix K-250 7 2.39%

3 Pek. Tangga UtamaBekisting 4 0.83% 0.21%Pembesian 3 0.30% 0.10%Ready Mix K-250 3 0.11% 0.04%

4 Pek. Lift UtamaBekisting 4 0.49% 0.49%Pembesian 3 0.29% 0.29%Ready Mix K-250 3 0.10% 0.10%

5 Pek. Ramp BetonBekisting 14 0.48% 0.24% 0.24%Pembesian 14 0.46% 0.23%Ready Mix K-175 14 0.46%

6 Pek. PlatBekisting 7 2.68% 2.68%Pembesian 6 3.23% 3.23%Ready mix K-250 7 1.79%

B. LANTAI - II (di atas + 4.50)B.1. PEKERJAAN STRUKTUR

1 Beton Kolom Bekisting 4 1.23%Pembesian 3 2.09%Ready Mix K-250 3 0.48%

2 Beton BalokBekisting 4 2.72%Pembesian 3 5.45%Ready Mix K-250 3 1.81%



5 Pek. Tangga DaruratBekisting 7 0.59% 0.59%Pembesian 5 0.27% 0.27%Ready Mix K-175 7 0.09%

6 Pek. PlatBekisting 4 2.92%Pembesian 3 2.69%Ready mix K-250 3 1.63%

C. LANTAI - III (di atas +8.50)C.1. PEKERJAAN STRUKTUR



3 Pek. Tangga UtamaBekisting 7 1.22%Pembesian 5 0.68%Ready Mix K-250 7 0.25%

4 Pek. Lift UtamaBekisting 7 0.54%Pembesian 5 0.29%Ready Mix K-250 7 0.11%

5 Pek. Tangga DaruratBekisting 7 1.09%Pembesian 5 0.20%Ready Mix K-175 7 0.11%


D. LANTAI - IV (di atas+12.50)D.1. PEKERJAAN STRUKTUR



3 Pek. LisplankBekisting 4 0.48%Pembesian 3 1.21%Ready Mix K-250 3 0.66%





E. LANTAI -R. LIFT V (di atas+16.50)E.1. PEKERJAAN STRUKTUR



3 Pek. PlatBekisting 4 0.09%Pembesian 3 0.33%Ready Mix K-250 3 0.18%

Total Pekerjaan 100%Rencana Progres (%) 0.87% 4.64% 18.31%

Progres kumulatif (%) 0.87% 5.51% 23.82%Realisasi Progres 0.85% 5.43% 23.84%

= RENCANA= REALISASI

KURVA "S" PERCEPATAN

No. URAIAN PEKERJAAN Durasi BobotWaktu

Bln K-3

07-13/03/11 14-20/03/11 21-27/03/11

Hari 1 2 3

A. LANTAI - I (di atas ± 0.00)A.1. PEKERJAAN STRUKTUR

1 Beton Kolom Bekisting 7 1.22% 1.22%Pembesian 6 1.78% 1.78%Ready Mix K-250 7 0.52% 0.52%

2 Beton BalokBekisting 7 2.55% 2.55%Pembesian 6 5.98% 5.98%Ready Mix K-250 7 2.39%



5 Pek. Ramp BetonBekisting 14 0.48% 0.24% 0.24%Pembesian 14 0.46% 0.23%Ready Mix K-175 14 0.46%

6 Pek. PlatBekisting 7 2.68% 2.68%Pembesian 6 3.23% 3.23%Ready mix K-250 7 1.79%

B. LANTAI - II (di atas + 4.50)B.1. PEKERJAAN STRUKTUR


2 Beton BalokBekisting 4 2.72%

Pembesian 3 5.45%Ready Mix K-250 3 1.81%



5 Pek. Tangga DaruratBekisting 7 0.59% 0.59%Pembesian 5 0.27% 0.27%Ready Mix K-175 7 0.09%


C. LANTAI - III (di atas +8.50)C.1. PEKERJAAN STRUKTUR







D. LANTAI - IV (di atas+12.50)D.1. PEKERJAAN STRUKTUR



3 Pek. LisplankBekisting 3 0.48%Pembesian 2 1.21%Ready Mix K-250 2 0.66%





E. LANTAI -R. LIFT V (di atas+16.50)E.1. PEKERJAAN STRUKTUR



3 Pek. PlatBekisting 3 0.09%Pembesian 2 0.33%Ready Mix K-250 3 0.18%

Total Pekerjaan 100%Rencana Progres (%) 0.87% 4.64% 18.20%

Progres kumulatif (%) 0.87% 5.51% 23.71%Realisasi Progres 0.85% 5.43% 23.84%

= RENCANA= REALISASI= PERCEPATAN





Bulan Ke-3

10 11 12 13 14 15 16 17 18 19 ############24 25 26

0.002 0.002 0.002 0.002 0.002 0.002 #########

0.003 0.003 0.003 0.003 0.003 #########

#########0.001 0.001 0.001

#########0.004 0.004 0.004

######0.010 0.010 0.010

0.002 0.002 0.002 0.002 ######

0.001011 0.001011 0.001011

0.0004 0.0004 ###

0.002

0.001011

0.0004 0.0004 0.0004

0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 ############### 0.0003 0.0003

############ 0.0003 0.0003

#########0.004 0.004 0.004

######0.005 0.005 0.005

#########0.002

######0.003

0.001 0.001

0.001 0.001 0.001 0.001

0.002 0.002 0.002

0.0003 0.0003 ###

#########0.001 0.001 0.001

###0.001 0.001 0.001

0.003074 0.0004 0.0004 0.0004 0.005369 0.010923 0.010923 0.010923 0.005731 0.005731#########0 0.031 0.026534 0.026534

0.041328 0.041689 0.04205 0.04241 0.047779 0.058701 0.069624 0.080547 0.086278 0.092009#########0 0.278 0.304328 0.330863



KURVA "S" RENCANA & REALISASI

Bln K-4 Bln K-5 Bln K-6

Sk

ala

Ket.28-03/04/11 04-10/04/11 11-17/04/11 18-24/04/11 25-01/05/11 02-08/05/11 09-15/05/11 16-22/05/11 23-29/05/11 30-05/06/11

11 12 13 14 15 16 17 18 19 20

100%

2.39%

0.23%0.23% 0.23%

1.79%

1.23%2.09%0.48% 75%

2.72%5.45%1.81%

0.09%

2.92%2.69%1.63%

1.01%1.74%0.46%

2.18%5.55%

1.85% 50%

1.22%0.68%

0.25%

0.54%0.29%

0.11%

1.09%0.20%

0.11%

2.51%2.85%1.60%

0.49% 0.35%1.45%0.08% 0.30%

0.82% 0.59%1.05% 3.68%

0.39% 1.36%

0.48%1.21%0.66% 25%

1.05%0.54%0.20%

0.60%0.27%0.11%

1.09%0.20%0.09%

0.94%2.40%2.01%

0.09% 0.07%0.24% 0.30%

0.03% 0.12%

0.22%0.73%0.25%

0.09%0.33%0.18% 0%

18.51% 7.47% 4.04% 7.84% 4.23% 12.59% 6.36% 5.84% 6.94% 2.36%42.33% 49.81% 53.85% 61.69% 65.92% 78.51% 84.87% 90.70% 97.64% 100%40.49% 50.33%

KURVA "S" PERCEPATAN

Bln K-4 Bln K-5 Bln K-6

Sk

ala

Ket.28-03/04/11 04-10/04/11 11-17/04/11 18-24/04/11 25-01/05/11 02-08/05/11 09-15/05/11 16-22/05/11 23-29/05/11 30-05/06/11

4 5 6 7 8 9 10 11 12 13

100%

2.39%

0.23%0.23% 0.23%

1.79%

1.23%2.09%0.48% 75%

2.72%

54.51% 63.76% 70.13% 80.29% 84.05% 91.25% 98.33% 100%

5.45%1.81%

0.09%

2.92%2.69%1.63%

54.51% 63.76% 70.13% 80.29% 84.05% 91.25% 98.33% 100%

1.01%1.74%0.46%

0.73% 1.45%5.55%1.11% 0.74% 50%

0.73% 0.49%0.34% 0.34% 0.34%

0.25%

0.54%0.29%0.04% 0.06%

0.90% 0.18%0.14% 0.07%

0.09%

1.67% 0.84%1.42% 1.42%

1.60%

0.42% 0.42%1.45%0.14% 0.24% 0.24%

0.99% 0.42%2.96% 1.78%

0.87% 0.87%

0.48%1.21%

0.66% 25%

1.05%0.54%0.20%

0.20% 0.40%0.27%0.11%

1.09%0.20%0.09%

0.31% 0.63%2.40%2.01%

54.51% 63.76% 70.13% 80.29% 84.05% 91.25% 98.33% 100%

0.11% 0.05%0.34% 0.21%

0.12% 0.03%

0.22%0.73%0.25%

0.03% 0.06%0.33%0.18% 0%

18.51% 7.47% 4.81% 9.25% 6.37% 10.16% 3.76% 7.20% 7.08% 1.23%42.23% 49.70% 54.51% 63.76% 70.13% 80.29% 84.05% 91.25% 98.33% 100%40.49% 50.33%

54.51% 63.76% 70.13% 80.29% 84.05% 91.25% 98.33% 100%





Bulan Ke-3 Bulan Ke-4

27 28 29 30 31 1

0.001

0.004

0.010

0.003 0.003 0.003 0.003 0.003

0.0003

0.0003 0.0003 0.0003 0.0003 0.0003 0.0003

0.0003 0.0003 0.0003 0.0003 0.0003

0.004

0.005

0.002561 0.002561 0.002561 0.002561 0.002561

0.001

0.001

0.001

0.0001 0.0001 0.0001 0.0001 0.0001

0.026534 0.006762 0.006762 0.006762 0.006762 0.006762

0.357397 0.364159 0.37092 0.377682 0.384443 0.391205


0.00%100.00%

30.5





Bulan Ke-4

2 3 4 5 6 7 8 9 10 11 12 13 14

0.003 0.003

0.0003 0.0003

0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003

0.002561 0.002561

0.003 0.003 0.003 0.003

0.007 0.007 0.007

0.002 0.002 0.002

0.007 0.007 0.007 0.007

0.018 0.018 0.018

0.006037 0.006037 0.006037

0.0001 0.0001

0.007 0.007 0.007 0.007

0.00898 0.00898 0.00898

0.005 0.005 0.005

0.003 0.003 0.003 0.003

0.006 0.006 0.006

0.001 0.001 0.001 0.001

0.001 0.001

0.006762 0.006762 0.017511 0.051606 0.051606 0.051606 0.0134 0.0134 0.0134 0.003304 0.009104 0.009691 0.009691

0.397966 0.404728 0.422239 0.473845 0.525451 0.577057 0.590456 0.603856 0.617256 0.620559 0.629663 0.639355 0.649046






Bulan Ke-4

15 16 17 18 19 20 21 22 23 24 25 26 27

0.002 0.002 0.002

0.003 0.003 0.003 0.003 0.003 0.003 0.003

0.011 0.011 0.011 0.011 0.011

0.003 0.003 0.003

0.002 0.002 0.002

0.001

0.001 0.001 0.001

0.001 0.001 0.001

0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002

0.001 0.001 0.001

0.002884 0.002884 0.002884 0.003267 0.003267 0.014371 0.014371 0.014371 0.014371 0.014371 0.005073 0.005073 0.006436

0.65193 0.654814 0.657698 0.660965 0.664232 0.678603 0.692973 0.707344 0.721715 0.736085 0.741158 0.746231 0.752667







28 29 30 1 2 3 4 5 6 7 8 9 10

0.003 0.003 0.003 0.003

0.002 0.002 0.002 0.002

0.001 0.001 0.001 0.001

0.0004 0.0004 0.0004 0.0004 0.0004 0.0004 0.0004

0.002 0.002 0.002 0.002 0.002 0.002 0.002

0.0004 0.0004 0.0004 0.0004 0.0004

0.0002 0.0002

0.006 0.006 0.006 0.006

0.009 0.009 0.009

0.005 0.005 0.005

0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001

0.003 0.003 0.003 0.003 0.003

0.0004 0.0004 0.0004 0.0004

0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001 0.001

0.005 0.005 0.005 0.005 0.005 0.005

0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001

0.001 0.001 0.001 0.001 0.001 0.001

0.006436 0.006436 0.006436 0.006436 0.013084 0.022573 0.022978 0.02885 0.018418 0.015246 0.015246 0.007757 0.007757

0.759103 0.765538 0.771974 0.77841 0.791494 0.814067 0.837045 0.865895 0.884313 0.899559 0.914804 0.922562 0.930319






Bulan Ke-5

11 12 13 14 15 16 17 18 19 20 21 22 23

0.0002 0.0002 0.0002 0.0002 0.0002

0.0004 0.0004 0.0004 0.0004 0.0004

0.001 0.001 0.001

0.005 0.005 0.005

0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002 0.002

0.003 0.003 0.003 0.003

0.002 0.002 0.002

0.001 0.001 0.001

0.002

0.003 0.003 0.003 0.003

0.001 0.001 0.001

0.0003 0.0003 0.0003

0.002

0.0001 0.0001 0.0001

0.001 0.001 0.001

0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002 0.0002

0.001 0.001 0.001 0.001

0.002 0.002 0.002

0.001 0.001 0.001

0.007757 0.007757 0.007757 0.00269 0.00269 0.008009 0.012886 0.012886 0.012886 0.003902 0.003902 0.003902 0.00386

0.938076 0.945833 0.95359 0.95628 0.95897 0.966979 0.979864 0.99275 1.005636 1.009537 1.013439 1.01734 1.0212







24 25 26 27 28 29 30 31 1 2 3 4 5

0.001 0.001 0.001 0.001

0.004 0.004 0.004

0.002 0.002 0.002

0.002 0.002 0.002

0.001 0.001 0.001

0.0004 0.0004 0.0004

0.002 0.002 0.002

0.008 0.008 0.008

0.007 0.007 0.007

0.01276 0.01276 0.01276 0.007066 0.007066 0.007066 0.001207 0.005248 0.005248 0.005248 0.002201 0.002201 0.002201

1.03396 1.04672 1.05948 1.066546 1.073612 1.080678 1.081884 1.087132 1.09238 1.097628 1.099829 1.10203 1.104231


Bulan Ke-6

6 7 8 9 10 11 12

0.0002 0.0002 0.0002 0.0002

0.001 0.001 0.001

0.001 0.001 0.001

0.0002 0.0012 0.0012 0.0012 0.0010 0.0010 0.0010

1.104431 1.1056 0.9992 0.9994 0.9996 0.9998 1.00

PEKERJA DAN DURASI PEKERJAAN STRUKTUR




No. URAIAN PEKERJAAN Koef. VOL.Pekerja

Harga. Sat

NORMAL

Hari/Hari

C. LANTAI - I (di atas ± 0.00)


1 Beton Kolom

Bekisting

Pekerja 0.3000 oh 260.800 78 Rp 40,000.00 7

Tukang 0.3300 oh 260.800 86 Rp 52,500.00 7

Kepala Tukang 0.0330 oh 260.800 9 Rp 55,000.00 7

Mandor 0.0060 oh 260.800 2 Rp 60,000.00 7

Pembesian

Mandor 0.0003 oh 7136.560 2 Rp 60,000.00 6

Tukang Besi 0.0070 oh 7136.560 50 Rp 52,500.00 6

Pekerja Tak Terampil 0.0070 oh 7136.560 50 Rp 35,000.00 6

Kepala Tukang 0.0007 oh 7136.560 5 Rp 55,000.00 6

Ready Mix K-250

Pekerja tak terampil 1.5000 oh 28.734 43.10 Rp 35,000.00 7

Tukang 0.5000 oh 28.734 14.37 Rp 52,500.00 7

Kepala Tukang 0.0500 oh 28.734 1.44 Rp 55,000.00 7

Mandor 0.0100 oh 28.734 0.29 Rp 60,000.00 7

2 Beton Balok

Bekisting

Pekerja 0.3200 oh 618.622 197.96 Rp 40,000.00 7

Tukang 0.3300 oh 618.622 204.15 Rp 52,500.00 7


Mandor 0.0060 oh 618.622 3.71 Rp 60,000.00 7

Pembesian

Mandor 0.0003 oh 23911.897 7.17 Rp 60,000.00 6

Tukang Besi 0.0070 oh 23911.897 167.38 Rp 52,500.00 6

Pekerja Tak Terampil 0.0070 oh 23911.897 167.38 Rp 35,000.00 6


Ready Mix K-250


Tukang 0.5000 oh 131.457 65.73 Rp 52,500.00 7


Mandor 0.0100 oh 131.457 1.31 Rp 60,000.00 7

3 Pek. Tangga Utama

Bekisting

Pekerja 0.3392 oh 234.061 79.39 Rp 40,000.00 4

Tukang 0.3498 oh 234.061 81.87 Rp 52,500.00 4


Mandor 0.0064 oh 234.061 1.50 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 1213.179 0.36 Rp 60,000.00 3

Tukang Besi 0.0070 oh 1213.179 8.49 Rp 52,500.00 3



Ready Mix K-250


Tukang 0.5000 oh 5.953 2.98 Rp 52,500.00 3


Mandor 0.0100 oh 5.953 0.06 Rp 60,000.00 3

4 Pek. Lift Utama

Bekisting

Pekerja 0.3200 oh 150.320 48.10 Rp 40,000.00 4

Tukang 0.3300 oh 150.320 49.61 Rp 52,500.00 4


Mandor 0.0060 oh 150.320 0.90 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 1140.884 0.34 Rp 60,000.00 3

Tukang Besi 0.0070 oh 1140.884 7.99 Rp 52,500.00 3



Ready Mix K-250


Tukang 0.5000 oh 5.486 2.74 Rp 52,500.00 3


Mandor 0.0100 oh 5.486 0.05 Rp 60,000.00 3

5 Pek Ramp Beton

Bekisting

Pekerja 0.3200 oh 103.434 33.10 Rp 40,000.00 14

Tukang 0.3300 oh 103.434 34.13 Rp 52,500.00 14


Mandor 0.0060 oh 103.434 0.62 Rp 60,000.00 14

Pembesian

Mandor 0.0003 oh 1846.631 0.55 Rp 60,000.00 14

Tukang Besi 0.0070 oh 1846.631 12.93 Rp 52,500.00 14



Ready mix K-175


Tukang 0.5000 oh 28.203 14.10 Rp 52,500.00 14


Mandor 0.0100 oh 28.203 0.28 Rp 60,000.00 14

6 Pek. Plat

Bekisting

Pekerja 0.3200 oh 590.200 188.86 Rp 40,000.00 7

Tukang 0.3300 oh 590.200 194.77 Rp 52,500.00 7


Mandor 0.0060 oh 590.200 3.54 Rp 60,000.00 7

Pembesian

Mandor 0.0003 oh 12933.503 3.88 Rp 60,000.00 6

Tukang Besi 0.0070 oh 12933.503 90.53 Rp 52,500.00 6



Ready mix K-250


Tukang 0.5000 oh 98.630 49.32 Rp 52,500.00 7


Mandor 0.0100 oh 98.630 0.99 Rp 60,000.00 7

D. LANTAI - II (di atas + 4.50)


1 Beton Kolom

Bekisting

Pekerja 0.3000 oh 241.600 72.48 Rp 40,000.00 4

Tukang 0.3300 oh 241.600 79.73 Rp 52,500.00 4


Mandor 0.0060 oh 241.600 1.45 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 7651.197 2.30 Rp 60,000.00 3

Tukang Besi 0.0070 oh 7651.197 53.56 Rp 52,500.00 3



Ready Mix K-250


Tukang 0.5000 oh 24.320 12.16 Rp 52,500.00 3


Mandor 0.0100 oh 24.320 0.24 Rp 60,000.00 3

2 Beton Balok

Bekisting

Pekerja 0.3200 oh 606.877 194.20 Rp 40,000.00 4

Tukang 0.3300 oh 606.877 200.27 Rp 52,500.00 4


Mandor 0.0060 oh 606.877 3.64 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 19993.060 6.00 Rp 60,000.00 3

Tukang Besi 0.0070 oh 19993.060 139.95 Rp 52,500.00 3



Ready Mix K-250


Tukang 0.5000 oh 91.406 45.70 Rp 52,500.00 3


Mandor 0.0100 oh 91.406 0.91 Rp 60,000.00 3

3 Pek. Tangga Utama

Bekisting

Pekerja 0.3392 oh 255.127 86.54 Rp 40,000.00 4

Tukang 0.3498 oh 255.127 89.24 Rp 52,500.00 4


Mandor 0.0064 oh 255.127 1.63 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 2834.997 0.85 Rp 60,000.00 3

Tukang Besi 0.0070 oh 2834.997 19.84 Rp 52,500.00 3



Ready Mix K-250


Tukang 0.5000 oh 13.910 6.96 Rp 52,500.00 3


Mandor 0.0100 oh 13.910 0.14 Rp 60,000.00 3

4 Pek. Lift Utama

Bekisting

Pekerja 0.3200 oh 150.320 48.10 Rp 40,000.00 4

Tukang 0.3300 oh 150.320 49.61 Rp 52,500.00 4


Mandor 0.0060 oh 150.320 0.90 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 1882.100 0.56 Rp 60,000.00 3

Tukang Besi 0.0070 oh 1882.100 13.17 Rp 52,500.00 3



Ready Mix K-250


Tukang 0.5000 oh 4.712 2.36 Rp 52,500.00 3


Mandor 0.0100 oh 4.712 0.05 Rp 60,000.00 3


Bekisting

Pekerja 0.3392 oh 127.563 337.22 Rp 40,000.00 7

Tukang 0.3498 oh 127.563 44.62 Rp 52,500.00 7


Mandor 0.0064 oh 127.563 0.82 Rp 60,000.00 7

Pembesian

Mandor 0.0003 oh 994.160 0.30 Rp 60,000.00 5

Tukang Besi 0.0070 oh 994.160 6.96 Rp 52,500.00 5



Ready Mix K-175


Tukang 0.5000 oh 4.878 2.44 Rp 52,500.00 7


Mandor 0.0100 oh 4.878 0.05 Rp 60,000.00 7

6 Pek. Plat

Bekisting

Pekerja 0.3200 oh 590.200 188.86 Rp 40,000.00 4

Tukang 0.3300 oh 590.200 194.77 Rp 52,500.00 4


Mandor 0.0060 oh 590.200 3.54 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 10774.772 3.23 Rp 60,000.00 3

Tukang Besi 0.0070 oh 10774.772 75.42 Rp 52,500.00 3



Ready mix K-250


Tukang 0.5000 oh 82.168 41.08 Rp 52,500.00 3


Mandor 0.0100 oh 82.168 0.82 Rp 60,000.00 3

E. LANTAI - III (di atas +8.50)


1 Beton Kolom

Bekisting

Pekerja 0.3000 oh 193.600 58.08 Rp 40,000.00 4

Tukang 0.3300 oh 193.600 63.89 Rp 52,500.00 4


Mandor 0.0060 oh 193.600 1.16 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 6213.939 1.86 Rp 60,000.00 3

Tukang Besi 0.0070 oh 6213.939 43.50 Rp 52,500.00 3



Ready Mix K-250


Tukang 0.5000 oh 22.520 11.26 Rp 52,500.00 3


Mandor 0.0100 oh 22.520 0.23 Rp 60,000.00 3

2 Beton Balok

Bekisting

Pekerja 0.3200 oh 473.165 151.41 Rp 40,000.00 7

Tukang 0.3300 oh 473.165 156.14 Rp 52,500.00 7


Mandor 0.0060 oh 473.165 2.84 Rp 60,000.00 7

Pembesian

Mandor 0.0003 oh 19823.950 5.95 Rp 60,000.00 5

Tukang Besi 0.0070 oh 19823.950 138.77 Rp 52,500.00 5



Ready Mix K-250


Tukang 0.5000 oh 90.831 45.42 Rp 52,500.00 7


Mandor 0.0100 oh 90.831 0.91 Rp 60,000.00 7

3 Pek. Tangga Utama

Bekisting

Pekerja 0.3392 oh 262.148 88.92 Rp 40,000.00 7

Tukang 0.3498 oh 262.148 91.70 Rp 52,500.00 7


Mandor 0.0064 oh 262.148 1.68 Rp 60,000.00 7

Pembesian

Mandor 0.0003 oh 2468.139 0.74 Rp 60,000.00 5

Tukang Besi 0.0070 oh 2468.139 17.28 Rp 52,500.00 5



Ready Mix K-250


Tukang 0.5000 oh 12.110 6.06 Rp 52,500.00 7


Mandor 0.0100 oh 12.110 0.12 Rp 60,000.00 7

4 Pek. Lift Utama

Bekisting

Pekerja 0.3200 oh 150.320 48.10 Rp 40,000.00 7

Tukang 0.3300 oh 150.320 49.61 Rp 52,500.00 7


Mandor 0.0060 oh 150.320 0.90 Rp 60,000.00 7

Pembesian

Mandor 0.0003 oh 1063.073 0.32 Rp 60,000.00 5

Tukang Besi 0.0070 oh 1063.073 7.44 Rp 52,500.00 5



Ready Mix K-250


Tukang 0.5000 oh 5.216 2.61 Rp 52,500.00 7


Mandor 0.0100 oh 5.216 0.05 Rp 60,000.00 7


Bekisting

Pekerja 0.3200 oh 234.061 74.90 Rp 40,000.00 7

Tukang 0.3300 oh 234.061 77.24 Rp 52,500.00 7


Mandor 0.0060 oh 234.061 1.40 Rp 60,000.00 7

Pembesian

Mandor 0.0003 oh 734.667 0.22 Rp 60,000.00 5

Tukang Besi 0.0070 oh 734.667 5.14 Rp 52,500.00 5



Ready Mix K-175


Tukang 0.5000 oh 5.953 2.98 Rp 52,500.00 7


Mandor 0.0100 oh 5.953 0.06 Rp 60,000.00 7

6 Pek. Plat

Bekisting

Pekerja 0.3200 oh 494.200 158.14 Rp 40,000.00 4

Tukang 0.3300 oh 494.200 163.09 Rp 52,500.00 4


Mandor 0.0060 oh 494.200 2.97 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 10308.365 3.09 Rp 60,000.00 3

Tukang Besi 0.0070 oh 10308.365 72.16 Rp 52,500.00 3



Ready mix K-250


Tukang 0.5000 oh 78.611 39.31 Rp 52,500.00 3


Mandor 0.0100 oh 78.611 0.79 Rp 60,000.00 3

F. LANTAI - IV (di atas+12.50)

F.1. PEKERJAAN STRUKTUR

1 Beton Kolom

Bekisting

Pekerja 0.3000 oh 156.800 47.04 Rp 40,000.00 12

Tukang 0.3300 oh 156.800 51.74 Rp 52,500.00 12


Mandor 0.0060 oh 156.800 0.94 Rp 60,000.00 12

Pembesian

Mandor 0.0003 oh 5114.786 1.53 Rp 60,000.00 5

Tukang Besi 0.0070 oh 5114.786 35.80 Rp 52,500.00 5



Ready Mix K-250


Tukang 0.5000 oh 18.520 9.26 Rp 52,500.00 9


Mandor 0.0100 oh 18.520 0.19 Rp 60,000.00 9

2 Beton Balok

Bekisting

Pekerja 0.3200 oh 301.382 96.44 Rp 40,000.00 12

Tukang 0.3300 oh 301.382 99.46 Rp 52,500.00 12


Mandor 0.0060 oh 301.382 1.81 Rp 60,000.00 12

Pembesian

Mandor 0.0003 oh 16686.882 5.01 Rp 60,000.00 9

Tukang Besi 0.0070 oh 16686.882 116.81 Rp 52,500.00 9



Ready Mix K-250


Tukang 0.5000 oh 84.557 42.28 Rp 52,500.00 9


Mandor 0.0100 oh 84.557 0.85 Rp 60,000.00 9

3 Pek. Lisplank Atap

Bekisting

Pekerja 0.3200 oh 120.610 38.60 Rp 40,000.00 4

Tukang 0.3300 oh 120.610 39.80 Rp 52,500.00 4


Mandor 0.0060 oh 120.610 0.72 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 4271.891 1.28 Rp 60,000.00 3

Tukang Besi 0.0070 oh 4271.891 29.90 Rp 52,500.00 3



Ready Mix K-250


Tukang 0.5000 oh 32.005 16.00 Rp 52,500.00 3


Mandor 0.0100 oh 32.005 0.32 Rp 60,000.00 3

4 Pek. Tangga Utama

Bekisting

Pekerja 0.3392 oh 262.148 88.92 Rp 40,000.00 4

Tukang 0.3498 oh 262.148 91.70 Rp 52,500.00 4


Mandor 0.0064 oh 262.148 1.68 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 1930.896 0.58 Rp 60,000.00 3

Tukang Besi 0.0070 oh 1930.896 13.52 Rp 52,500.00 3



Ready Mix K-250


Tukang 0.5000 oh 9.474 4.74 Rp 52,500.00 3


Mandor 0.0100 oh 9.474 0.09 Rp 60,000.00 3

5 Pek. Lift Utama

Bekisting

Pekerja 0.3200 oh 150.320 48.10 Rp 40,000.00 4

Tukang 0.3300 oh 150.320 49.61 Rp 52,500.00 4


Mandor 0.0060 oh 150.320 0.90 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 1063.073 0.32 Rp 60,000.00 3

Tukang Besi 0.0070 oh 1063.073 7.44 Rp 52,500.00 3



Ready Mix K-250


Tukang 0.5000 oh 5.216 2.61 Rp 52,500.00 3


Mandor 0.0100 oh 5.216 0.05 Rp 60,000.00 3


Bekisting

Pekerja 0.3200 oh 234.061 74.90 Rp 40,000.00 4

Tukang 0.3300 oh 234.061 77.24 Rp 52,500.00 4


Mandor 0.0060 oh 234.061 1.40 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 784.508 0.24 Rp 60,000.00 3

Tukang Besi 0.0070 oh 784.508 5.49 Rp 52,500.00 3



Ready Mix K-175


Tukang 0.5000 oh 5.065 2.53 Rp 52,500.00 3


Mandor 0.0100 oh 5.065 0.05 Rp 60,000.00 3

7 Pek. Plat

Bekisting

Pekerja 0.3200 oh 183.000 58.56 Rp 40,000.00 4

Tukang 0.3300 oh 183.000 60.39 Rp 52,500.00 4


Mandor 0.0060 oh 183.000 1.10 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 8591.247 2.58 Rp 60,000.00 3

Tukang Besi 0.0070 oh 8591.247 60.14 Rp 52,500.00 3



Ready mix K-250


Tukang 0.5000 oh 97.522 48.76 Rp 52,500.00 3


Mandor 0.0100 oh 97.522 0.98 Rp 60,000.00 3

G. LANTAI RUANG LIFT -V-(di atas+16.50)

G.1. PEKERJAAN STRUKTUR

1 Beton Kolom

Bekisting

Pekerja 0.3000 oh 29.170 8.75 Rp 40,000.00 12

Tukang 0.3300 oh 29.170 9.63 Rp 52,500.00 12


Mandor 0.0060 oh 29.170 0.18 Rp 60,000.00 12

Pembesian

Mandor 0.0003 oh 1889.219 0.57 Rp 60,000.00 9

Tukang Besi 0.0070 oh 1889.219 13.22 Rp 52,500.00 9



Ready Mix K-250


Tukang 0.5000 oh 7.293 3.65 Rp 52,500.00 9


Mandor 0.0100 oh 7.293 0.07 Rp 60,000.00 9

2 Beton Balok

Bekisting

Pekerja 0.3200 oh 46.998 15.04 Rp 40,000.00 4

Tukang 0.3300 oh 46.998 15.51 Rp 52,500.00 4


Mandor 0.0060 oh 46.998 0.28 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 2500.526 0.75 Rp 60,000.00 3

Tukang Besi 0.0070 oh 2500.526 17.50 Rp 52,500.00 3



Ready Mix K-250


Tukang 0.5000 oh 11.750 5.87 Rp 52,500.00 3


Mandor 0.0100 oh 11.750 0.12 Rp 60,000.00 3

3 Pek. Plat

Bekisting

Pekerja 0.3200 oh 17.442 5.58 Rp 40,000.00 4

Tukang 0.3300 oh 17.442 5.76 Rp 52,500.00 4


Mandor 0.0060 oh 17.442 0.10 Rp 60,000.00 4

Pembesian

Mandor 0.0003 oh 1143.593 0.34 Rp 60,000.00 3

Tukang Besi 0.0070 oh 1143.593 8.01 Rp 52,500.00 3



Ready mix K-250


Tukang 0.5000 oh 8.721 4.36 Rp 52,500.00 3


Mandor 0.0100 oh 8.721 0.09 Rp 60,000.00 3

TOTAL BIAYA PERCEPATAN DENGAN TAMABAH PEKERJA

PEKERJA DAN DURASI PEKERJAAN STRUKTUR




NORMAL PERCEPATANTambah

Total Dipakai VolHari

Vol Dipakai

Pekerja /Hari /Hari Pekerja Pekerja R

KE

TE

RL

AM

BA

TA

N P

RO

YE

K R

SU

P d

r. S

oed

ono

Mad

iun

Pekerja

Pekerja Tak t

Kepala Tukang

=

11 37 6 43 13

12 37 6 43 14

1 37 6 43 1

0 37 6 43 0

0 1189 5 1,427 0

8 1189 5 1,427 10 27

8 1189 5 1,427 10

1 1189 5 1,427 1 6160000

6 4 5 6 9 Pekerja

2 4 5 6 3 Tukang

0 4 5 6 0 Kepala tukan

0 4 5 6 0 Pekerja Tak t

Tukang Besi

Mandor

28 88 6 103 33 NO

29 88 6 103 34 1

3 88 6 103 3

1 88 6 103 1

1 3985 5 4782 1

28 3985 5 4782 33

28 3985 5 4782 33 2

3 3985 5 4782 3

28 19 5 26 39

9 19 5 26 13

1 19 5 26 1

0 19 5 26 0 3

KE

TE

RL

AM

BA

TA

N P

RO

YE

K R

SU

P d

r. S

oed

ono

Mad

iun

20 59 3 78 26

20 59 3 78 27

2 59 3 78 3 4

0 59 3 78 0

0 404 2 607 0

3 404 2 607 4

3 404 2 607 4

0 404 2 607 0 5

3 2 3 2 3

1 2 3 2 1

0 2 3 2 0

0 2 3 2 0

6

12 38 3 50 16

12 38 3 50 17

1 38 3 50 2

0 38 3 50 0 7

0 380 2 570 0

3 380 2 570 4

3 380 2 570 4

0 380 2 570 0

8

3 2 3 2 3

1 2 3 2 1

0 2 3 2 0

0 2 3 2 0

2 7 8 13 4

2 7 8 13 4 NO

0 7 8 13 0

0 7 8 13 0 1

2

0 132 6 308 0 3

1 132 6 308 2 4

1 132 6 308 2 5

0 132 6 308 0

KE

TE

RL

AM

BA

TA

N P

RO

YE

K R

SU

P d

r. S

oed

ono

Mad

iun

6

7

3 2 7 4 6 8

1 2 7 4 2 9

0 2 7 4 0 JUMLAH

0 2 7 4 0

27 84 6 98 31

28 84 6 98 32

3 84 6 98 3

1 84 6 98 1

1 2156 5 2587 1

15 2156 5 2587 18

15 2156 5 2587 18

2 2156 5 2587 2

21 14 5 20 30

7 14 5 20 10

1 14 5 20 1

0 14 5 20 0

18 60 3 81 24

20 60 3 81 27

2 60 3 81 3

0 60 3 81 0

1 2550 2 3826 1

18 2550 2 3826 27

18 2550 2 3826 27

2 2550 2 3826 3

12 8 3 8 12

4 8 3 8 4

0 8 3 8 0

0 8 3 8 0

49 152 3 202 65

KE

TE

RL

AM

BA

TA

N P

RO

YE

K R

SU

P d

r. S

oed

ono

Mad

iun

50 152 3 202 67

5 152 3 202 7

1 152 3 202 1

2 6664 2 9997 3

47 6664 2 9997 70

47 6664 2 9997 70

5 6664 2 9997 7

46 30 3 30 46

15 30 3 30 15

2 30 3 30 2

0 30 3 30 0

22 64 3 85 29

22 64 3 85 30

2 64 3 85 3

0 64 3 85 1

0 945 2 1417 0

7 945 2 1417 10

7 945 2 1417 10

1 945 2 1417 1

7 5 3 5 7

2 5 3 5 2

0 5 3 5 0

0 5 3 5 0

12 38 3 50 16

12 38 3 50 17

1 38 3 50 2

0 38 3 50 0

0 627 2 941 0

4 627 2 941 7

4 627 2 941 7

0 627 2 941 1

2 2 2 2 4

1 2 2 2 1

KE

TE

RL

AM

BA

TA

N P

RO

YE

K R

SU

P d

r. S

oed

ono

Mad

iun

0 2 2 2 0

0 2 2 2 0

48 142 6 166 56

6 18 6 21 7

1 18 6 21 1

0 18 6 21 0

0 199 3 331 0

1 199 3 331 2

1 199 3 331 2

0 199 3 331 0

1 1 4 1 2

0 1 4 1 1

0 1 4 1 0

0 1 4 1 0

47 148 3 197 63

49 148 3 197 65

5 148 3 197 6

1 148 3 197 1

1 3592 2 5387 2

25 3592 2 5387 38

25 3592 2 5387 38

3 3592 2 5387 4

41 27 3 27 41

14 27 3 27 14

1 27 3 27 1

0 27 3 27 0

No.

15 48 3 65 19 4 Rp 160,000.00 1

16 48 3 65 21 5 Rp 262,500.00 2

2 48 3 65 2 0 Rp - 3

0 48 3 65 0 0 Rp - 4

5

1 2071 2 3107 1 0 Rp - 6

14 2071 2 3107 22 7 Rp 367,500.00

14 2071 2 3107 22 7 Rp 245,000.00

1 2071 2 3107 2 1 Rp 55,000.00

11 8 3 8 11 0 Rp -

4 8 3 8 4 0 Rp -

0 8 3 8 0 0 Rp -

0 8 3 8 0 0 Rp -

22 68 6 79 25 3 Rp 120,000.00

22 68 6 79 26 4 Rp 210,000.00

2 68 6 79 3 1 Rp 55,000.00

0 68 6 79 0 0 Rp -

1 3965 4 4956 1 0 Rp -

28 3965 4 4956 35 7 Rp 367,500.00

28 3965 4 4956 35 7 Rp 245,000.00

3 3965 4 4956 3 0 Rp -

19 13 5 18 27 8 Rp 280,000.00

6 13 5 18 9 3 Rp 157,500.00

1 13 5 18 1 0 Rp -

0 13 5 18 0 0 Rp -

13 37 5 52 18 5 Rp 200,000.00

13 37 5 52 18 5 Rp 262,500.00

1 37 5 52 2 1 Rp 55,000.00

0 37 5 52 0 0 Rp -

0 494 4 617 0 0 Rp -

3 494 4 617 4 1 Rp 52,500.00

3 494 4 617 4 1 Rp 35,000.00

0 494 4 617 0 0 Rp -

3 2 5 2 4 1 Rp 35,000.00

1 2 5 2 1 0 Rp -

0 2 5 2 0 0 Rp -

0 2 5 2 0 0 Rp -

7 21 5 30 10 3 Rp 120,000.00

7 21 5 30 10 3 Rp 157,500.00

1 21 5 30 1 0 Rp -

0 21 5 30 0 0 Rp -

0 213 3 354 0 0 Rp -

1 213 3 354 2 1 Rp 52,500.00

1 213 3 354 2 1 Rp 35,000.00

0 213 3 354 0 0 Rp -

1 1 5 1 2 1 Rp 35,000.00

0 1 5 1 1 1 Rp 52,500.00

0 1 5 1 0 0 Rp -

0 1 5 1 0 0 Rp -

11 33 6 39 12 1 Rp 40,000.00

11 33 6 39 13 2 Rp 105,000.00

1 33 6 39 1 0 Rp -

0 33 6 39 0 0 Rp -

0 147 3 245 0 0 Rp -

1 147 3 245 2 1 Rp 52,500.00

1 147 3 245 2 1 Rp 35,000.00

0 147 3 245 0 0 Rp -

1 1 5 1 2 1 Rp 35,000.00

0 1 5 1 1 1 Rp 52,500.00

0 1 5 1 0 0 Rp -

0 1 5 1 0 0 Rp -

40 124 3 165 53 13 Rp 520,000.00

41 124 3 165 54 13 Rp 682,500.00

4 124 3 165 5 1 Rp 55,000.00

1 124 3 165 1 0 Rp -

1 3436 2 5154 2 1 Rp 60,000.00

24 3436 2 5154 36 12 Rp 630,000.00

24 3436 2 5154 36 12 Rp 420,000.00

2 3436 2 5154 4 2 Rp 110,000.00

39 26 3 26 39 0 Rp -

13 26 3 26 13 0 Rp -

1 26 3 26 1 0 Rp -

0 26 3 26 0 0 Rp -

4 13 10 16 5 1 Rp 40,000.00

4 13 10 16 5 1 Rp 52,500.00

0 13 10 16 1 1 Rp 55,000.00

0 13 10 16 0 0 Rp -

0 1023 4 1279 0 0 Rp -

7 1023 4 1279 9 2 Rp 105,000.00

7 1023 4 1279 9 2 Rp 70,000.00

1 1023 4 1279 1 0 Rp -

3 2 8 2 3 0 Rp -

1 2 8 2 1 0 Rp -

0 2 8 2 0 0 Rp -

0 2 8 2 0 0 Rp -

8 25 10 30 10 2 Rp 80,000.00

8 25 10 30 10 2 Rp 105,000.00

1 25 10 30 1 0 Rp -

0 25 10 30 0 0 Rp -

1 1854 8 2086 1 0 Rp -

13 1854 8 2086 15 2 Rp 105,000.00

13 1854 8 2086 15 2 Rp 70,000.00

1 1854 8 2086 1 0 Rp -

14 9 8 11 16 2 Rp 70,000.00

5 9 8 11 5 0 Rp -

0 9 8 11 1 1 Rp 55,000.00

0 9 8 11 0 0 Rp -

10 30 3 40 13 3 Rp 120,000.00

10 30 3 40 13 3 Rp 157,500.00

1 30 3 40 1 0 Rp -

0 30 3 40 0 0 Rp -

0 1424 2 2136 1 1 Rp 60,000.00

10 1424 2 2136 15 5 Rp 262,500.00

10 1424 2 2136 15 5 Rp 175,000.00

1 1424 2 2136 1 0 Rp -

16 11 2 16 24 8 Rp 280,000.00

5 11 2 16 8 3 Rp 157,500.00

1 11 2 16 1 0 Rp -

0 11 2 16 0 0 Rp -

22 66 3 87 30 8 Rp 320,000.00

23 66 3 87 31 8 Rp 420,000.00

2 66 3 87 3 1 Rp 55,000.00

0 66 3 87 1 1 Rp 60,000.00

0 644 2 965 0 0 Rp -

5 644 2 965 7 2 Rp 105,000.00

5 644 2 965 7 2 Rp 70,000.00

0 644 2 965 1 1 Rp 55,000.00

5 3 3 3 5 0 Rp -

2 3 3 3 2 0 Rp -

0 3 3 3 0 0 Rp -

0 3 3 3 0 0 Rp -

12 38 3 50 16 4 Rp 160,000.00

12 38 3 50 17 5 Rp 262,500.00

1 38 3 50 2 1 Rp 55,000.00

0 38 3 50 0 0 Rp -

0 354 2 532 0 0 Rp -

2 354 2 532 4 2 Rp 105,000.00

2 354 2 532 4 2 Rp 70,000.00

0 354 2 532 0 0 Rp -

3 2 2 3 4 1 Rp 35,000.00

1 2 2 3 1 0 Rp -

0 2 2 3 0 0 Rp -

0 2 2 3 0 0 Rp -

19 59 3 78 25 6 Rp 240,000.00

19 59 3 78 26 7 Rp 367,500.00

2 59 3 78 3 1 Rp 55,000.00

0 59 3 78 0 0 Rp -

0 262 2 392 0 0 Rp -

2 262 2 392 3 1 Rp 52,500.00

2 262 2 392 3 1 Rp 35,000.00

0 262 2 392 0 0 Rp -

3 2 2 3 4 1 Rp 35,000.00

1 2 2 3 1 0 Rp -

0 2 2 3 0 0 Rp -

0 2 2 3 0 0 Rp -

15 46 3 61 20 5 Rp 200,000.00

15 46 3 61 20 5 Rp 262,500.00

2 46 3 61 2 0 Rp -

0 46 3 61 0 0 Rp -

1 2864 2 4296 1 0 Rp -

20 2864 2 4296 30 10 Rp 525,000.00

20 2864 2 4296 30 10 Rp 350,000.00

2 2864 2 4296 3 1 Rp 55,000.00

49 33 3 33 49 0 Rp -

16 33 3 33 16 0 Rp -

2 33 3 33 2 0 Rp -

0 33 3 33 0 0 Rp -

1 2 10 3 1 0 Rp -

1 2 10 3 1 0 Rp -

0 2 10 3 0 0 Rp -

0 2 10 3 0 0 Rp -

0 210 8 236 0 0 Rp -

1 210 8 236 2 1 Rp 52,500.00

1 210 8 236 2 1 Rp 35,000.00

0 210 8 236 0 0 Rp -

1 1 5 1 2 1 Rp 35,000.00

0 1 5 1 1 1 Rp 52,500.00

0 1 5 1 0 0 Rp -

0 1 5 1 0 0 Rp -

4 12 3 16 5 1 Rp 40,000.00

4 12 3 16 5 1 Rp 52,500.00

0 12 3 16 1 1 Rp 55,000.00

0 12 3 16 0 0 Rp -

0 834 2 1250 0 0 Rp -

6 834 2 1250 9 3 Rp 157,500.00

6 834 2 1250 9 3 Rp 105,000.00

1 834 2 1250 1 0 Rp -

6 4 2 6 9 3 Rp 105,000.00

2 4 2 6 3 1 Rp 52,500.00

0 4 2 6 0 0 Rp -

0 4 2 6 0 0 Rp -

1 4 3 6 2 1 Rp 40,000.00

1 4 3 6 2 1 Rp 52,500.00

0 4 3 6 0 0 Rp -

0 4 3 6 0 0 Rp -

0 381 2 572 0 0 Rp -

3 381 2 572 4 1 Rp 52,500.00

3 381 2 572 4 1 Rp 35,000.00

0 381 2 572 0 0 Rp -

4 3 3 3 4 0 Rp -

1 3 3 3 1 0 Rp -

0 3 3 3 0 0 Rp -

0 3 3 3 0 0 Rp -

TOTAL BIAYA PERCEPATAN DENGAN TAMABAH PEKERJA Rp 13,307,500.00

80

#VALUE!

653

Kepala Tukang

295 6

R P

515 32 40 53

346 22 41 54

67 4 4 5

402 25 28 36

197 12 24 36

15 15 2 3

JENIS PEKERJA VOLUME HARGA

PEKERJA

UPAH LEMBUR/JAM Rp 5,000.00

1MINGGU 42

JUMLAH PEKERJA LEMBUR 53

TOTAL JAM LEMBUR 336

BIAYA 17808 Rp 89,040,000.00

PEKERJA TAK TERAMPIL 6.25


1MINGGU 42



BIAYA 12096 Rp 48,384,000.00

TUKANG BESI


1MINGGU 42



BIAYA 12096 Rp 72,576,000.00

MANDOR


1MINGGU 42



BIAYA 1008 Rp 8,064,000.00

KEPALA TUKANG


1MINGGU 42



BIAYA 1680 Rp 11,760,000.00

TUKANG


1MINGGU 42



BIAYA 18144 Rp 117,936,000.00

SURVEYOR


1MINGGU 42



BIAYA 336 Rp 2,688,000.00

ASISTEN SURVEYOR


1MINGGU 42



BIAYA 672 Rp 4,032,000.00

TOTAL BIAYA LEMBUR Rp 354,480,000.00

JENIS JUMLAH JUMLAH UPAH LEMBUR JUMLAH (Rp)

PEKERJA PEKERJA JAM LEMBUR /HARI /JAM (Rp)

Surveyor (Free Line) 1 6 Rp 8,000.00 Rp 48,000.00

2 6 Rp 6,000.00 Rp 72,000.00

Administrasi Keuangan 1 6 Rp 7,500.00 Rp 45,000.00

Mandor 3 6 Rp 6,500.00 Rp 117,000.00

Kepala Tukang 5 6 Rp 8,000.00 Rp 240,000.00

Asisten Surveyor (Free Line)

Tukang 54 6 Rp 6,000.00 Rp 1,944,000.00

Tukang besi 36 6 Rp 6,000.00 Rp 1,296,000.00

Pekerja Tak Terampil 36 6 Rp 5,000.00 Rp 1,080,000.00

Pekerja 53 6 Rp 4,000.00 Rp 1,272,000.00

JUMLAH Rp 2,466,000.00

Jenis Pekerja Jumlah

Mandor 3

Kepala Tukang 14

Tukang 80

Tukang Besi 58

Pekerja Tak Terampil 85

Pekerja 60

RENCANA ANGGARAN BIAYA ( RAB ) RENCANA STRUKTUR




No. URAIAN PEK. VOL.HARGA ( Rp. )

SATUAN JUMLAH

A. LANTAI - I (± 0.00)

A.1. PEK. STRUKTUR

1 Beton Kolom

Bekisting 260.800 Rp 155,230.50 Rp 40,484,114.40

Pembesian 7136.560 kg Rp 8,299.00 Rp 59,226,308.60

Ready Mix K-250 28.734 Rp 603,350.00 Rp 17,336,839.91

2 Beton Balok

Bekisting 618.622 Rp 136,592.50 Rp 84,499,125.54

Pembesian 23,911.90 kg Rp 8,299.00 Rp 198,444,831.87

Ready Mix K-250 131.457 Rp 603,350.00 Rp 79,314,415.03

3 Pek. Tangga Utama

Bekisting 234.061 Rp 117,030.51 Rp 27,392,281.71


Ready Mix K-250 5.953 Rp 603,350.00 Rp 3,591,440.88

4 Pek. Lift Utama

Bekisting 150.320 Rp 107,762.25 Rp 16,198,820.74


Ready Mix K-250 5.486 Rp 603,350.00 Rp 3,309,978.10

5 Pek. Ramp Beton

Bekisting 103.434 Rp 153,972.46 Rp 15,926,036.18


Ready Mix K-175 28.203 Rp 542,150.00 Rp 15,290,467.89

6 Pek. Plat

Bekisting 590.200 Rp 150,592.50 Rp 88,879,693.50


Ready mix K-250 98.630 Rp 603,350.00 Rp 59,508,651.84

Sub Total A. LANTAI - I (di atas ± 0.00) Rp 851,599,704.45

B. LANTAI - II (+ 4.50)

B.1. PEK. STRUKTUR

1 Beton Kolom

Bekisting 241.600 Rp 169,201.25 Rp 40,879,020.79


Ready Mix K-250 24.320 Rp 657,651.50 Rp 15,994,084.48

2 Beton Balok

Bekisting 606.877 Rp 148,885.83 Rp 90,355,382.82


Ready Mix K-250 91.406 Rp 657,651.50 Rp 60,113,523.19

SAT.

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

3 Pek. Tangga Utama

Bekisting 255.127 Rp 127,563.26 Rp 32,544,769.90


Ready Mix K-250 13.910 Rp 657,651.50 Rp 9,147,932.37

4 Pek. Lift Utama

Bekisting 150.320 Rp 107,762.25 Rp 16,198,820.74


Ready Mix K-250 4.712 Rp 657,651.50 Rp 3,098,853.87


Bekisting 127.563 Rp 153,972.46 Rp 19,641,228.10


Ready Mix K-175 4.878 Rp 607,208.00 Rp 2,961,884.72

6 Pek. Plat

Bekisting 590.200 Rp 164,145.83 Rp 96,878,865.92


Ready mix K-250 82.168 Rp 657,651.50 Rp 54,037,908.45

Sub Total B. LANTAI - II (di atas + 4.50) Rp 831,115,244.84

C. LANTAI - III (+8.50)

C.1. PEK. STRUKTUR

1 Beton Kolom

Bekisting 193.600 Rp 173,858.16 Rp 33,658,939.78


Ready Mix K-250 22.520 Rp 675,752.00 Rp 15,217,935.04

2 Beton Balok

Bekisting 473.165 Rp 152,983.60 Rp 72,386,485.09


Ready Mix K-250 90.831 Rp 675,752.00 Rp 61,379,223.15

3 Pek. Tangga Utama

Bekisting 262.148 Rp 153,972.46 Rp 40,363,624.72


Ready Mix K-250 12.110 Rp 675,752.00 Rp 8,183,356.72

4 Pek. Lift Utama

Bekisting 150.320 Rp 118,753.68 Rp 17,851,053.25


Ready Mix K-250 5.216 Rp 675,752.00 Rp 3,524,722.43


Bekisting 234.061 Rp 153,972.46 Rp 36,038,950.64


Ready Mix K-175 5.953 Rp 607,208.00 Rp 3,614,405.62

6 Pek. Plat

Bekisting 494.200 Rp 168,663.60 Rp 83,353,551.12


Ready mix K-250 78.611 Rp 675,752.00 Rp 53,121,675.62

Sub Total C. LANTAI - III (di atas +8.50) Rp 804,293,494.15

D. LANTAI - IV (+12.50)

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

D.1. PEK. STRUKTUR

1 Beton Kolom

Bekisting 156.800 Rp 176,186.62 Rp 27,626,061.62


Ready Mix K-250 18.520 Rp 684,802.25 Rp 12,682,537.67

2 Beton Balok

Bekisting 301.382 Rp 155,032.49 Rp 46,724,001.15


Ready Mix K-250 84.557 Rp 684,802.25 Rp 57,905,097.77

3 Pek. Lisplank

Bekisting 120.610 Rp 132,829.63 Rp 16,020,581.88


Ready Mix K-250 32.005 Rp 684,802.25 Rp 21,917,096.01

4 Pek. Tangga Utama

Bekisting 262.148 Rp 132,829.63 Rp 34,821,068.51


Ready Mix K-250 9.474 Rp 684,802.25 Rp 6,487,816.52

5 Pek. Lift Utama

Bekisting 150.320 Rp 132,829.63 Rp 19,966,950.24


Ready Mix K-250 5.216 Rp 684,802.25 Rp 3,571,928.54


Bekisting 234.061 Rp 153,972.46 Rp 36,038,950.64


Ready Mix K-175 5.065 Rp 615,340.25 Rp 3,116,698.37

7 Pek. Plat

Bekisting 183.000 Rp 170,922.49 Rp 31,278,815.21


Ready mix K-250 97.522 Rp 684,802.25 Rp 66,782,956.32

Sub Total D. LANTAI - III (di atas +8.50) Rp 743,602,537.30

E. L. R.LIFT-V- (+16.50)

E.1. PEK. STRUKTUR

1 Beton Kolom

Bekisting 29.170 Rp 180,377.84 Rp 5,261,621.62


Ready Mix K-250 7.293 Rp 701,092.70 Rp 5,112,718.51

2 Beton Balok

Bekisting 46.998 Rp 158,720.49 Rp 7,459,545.35


Ready Mix K-250 11.750 Rp 701,092.70 Rp 8,237,488.68

3 Pek. Plat

Bekisting 17.442 Rp 174,988.49 Rp 3,052,149.16


Ready mix K-250 8.721 Rp 701,092.70 Rp 6,114,229.44

Sub Total E. LANTAI - V- (di atas +12.50) Rp 88,444,673.22

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

Total Rp 3,319,055,653.95

RENCANA ANGGARAN BIAYA ( RAB ) RENCANA STRUKTUR




No. URAIAN PEK. VOL.HARGA ( Rp. )

SATUAN JUMLAH

A. LANTAI - I (± 0.00)

A.1. PEK. STRUKTUR

1 Beton Kolom

Bekisting 260.800 Rp 155,230.50 Rp 40,484,114.40


Ready Mix K-250 28.734 Rp 603,350.00 Rp 17,336,839.91

2 Beton Balok

Bekisting 618.622 Rp 136,592.50 Rp 84,499,125.54

Pembesian 23,911.90 kg Rp 8,299.00 Rp 198,444,831.87

Ready Mix K-250 131.457 Rp 603,350.00 Rp 79,314,415.03

3 Pek. Tangga Utama

Bekisting 234.061 Rp 117,030.51 Rp 27,392,281.71


Ready Mix K-250 5.953 Rp 603,350.00 Rp 3,591,440.88

4 Pek. Lift Utama

Bekisting 150.320 Rp 107,762.25 Rp 16,198,820.74


Ready Mix K-250 5.486 Rp 603,350.00 Rp 3,309,978.10

5 Pek. Ramp Beton

Bekisting 103.434 Rp 153,972.46 Rp 15,926,036.18


Ready Mix K-175 28.203 Rp 542,150.00 Rp 15,290,467.89

6 Pek. Plat

Bekisting 590.200 Rp 150,592.50 Rp 88,879,693.50


Ready mix K-250 98.630 Rp 603,350.00 Rp 59,508,651.84

Sub Total A. LANTAI - I (di atas ± 0.00) Rp 851,599,704.45

B PENANGGULANGAN

Peneragan (lampu mercury) 15 Bj Rp 675,000.00 Rp 10,125,000.00

Peneragan (Kabel lampu mercury) 500 m Rp 22,500.00 Rp 11,250,000.00

Sub Total B Rp 21,375,000.00

C. LANTAI - II (+ 4.50)

C.1. PEK. STRUKTUR

1 Beton Kolom

Bekisting 241.600 Rp 169,201.25 Rp 40,879,020.79


Ready Mix K-250 24.320 Rp 657,651.50 Rp 15,994,084.48

SAT.

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

2 Beton Balok

Bekisting 606.877 Rp 148,885.83 Rp 90,355,382.82


Ready Mix K-250 91.406 Rp 657,651.50 Rp 60,113,523.19

3 Pek. Tangga Utama

Bekisting 255.127 Rp 127,563.26 Rp 32,544,769.90


Ready Mix K-250 13.910 Rp 657,651.50 Rp 9,147,932.37

4 Pek. Lift Utama

Bekisting 150.320 Rp 107,762.25 Rp 16,198,820.74


Ready Mix K-250 4.712 Rp 657,651.50 Rp 3,098,853.87


Bekisting 127.563 Rp 153,972.46 Rp 19,641,228.10


Ready Mix K-175 4.878 Rp 607,208.00 Rp 2,961,884.72

6 Pek. Plat

Bekisting 590.200 Rp 164,145.83 Rp 96,878,865.92


Ready mix K-250 82.168 Rp 657,651.50 Rp 54,037,908.45

Sub Total C. LANTAI - II (di atas + 4.50) Rp 831,115,244.84

D. LANTAI - III (+8.50)

D.1. PEK. STRUKTUR

1 Beton Kolom

Bekisting 193.600 Rp 173,858.16 Rp 33,658,939.78


Ready Mix K-250 22.520 Rp 675,752.00 Rp 15,217,935.04

2 Beton Balok

Bekisting 473.165 Rp 152,983.60 Rp 72,386,485.09


Ready Mix K-250 90.831 Rp 675,752.00 Rp 61,379,223.15

3 Pek. Tangga Utama

Bekisting 262.148 Rp 153,972.46 Rp 40,363,624.72


Ready Mix K-250 12.110 Rp 675,752.00 Rp 8,183,356.72

4 Pek. Lift Utama

Bekisting 150.320 Rp 118,753.68 Rp 17,851,053.25


Ready Mix K-250 5.216 Rp 675,752.00 Rp 3,524,722.43


Bekisting 234.061 Rp 153,972.46 Rp 36,038,950.64


Ready Mix K-175 5.953 Rp 607,208.00 Rp 3,614,405.62

6 Pek. Plat

Bekisting 494.200 Rp 168,663.60 Rp 83,353,551.12

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2


Ready mix K-250 78.611 Rp 675,752.00 Rp 53,121,675.62

Sub Total D. LANTAI - III (di atas +8.50) Rp 804,293,494.15

E. LANTAI - IV (+12.50)

E.1. PEK. STRUKTUR

1 Beton Kolom

Bekisting 156.800 Rp 176,186.62 Rp 27,626,061.62


Ready Mix K-250 18.520 Rp 684,802.25 Rp 12,682,537.67

2 Beton Balok

Bekisting 301.382 Rp 155,032.49 Rp 46,724,001.15


Ready Mix K-250 84.557 Rp 684,802.25 Rp 57,905,097.77

3 Pek. Lisplank

Bekisting 120.610 Rp 132,829.63 Rp 16,020,581.88


Ready Mix K-250 32.005 Rp 684,802.25 Rp 21,917,096.01

4 Pek. Tangga Utama

Bekisting 262.148 Rp 132,829.63 Rp 34,821,068.51


Ready Mix K-250 9.474 Rp 684,802.25 Rp 6,487,816.52

5 Pek. Lift Utama

Bekisting 150.320 Rp 132,829.63 Rp 19,966,950.24


Ready Mix K-250 5.216 Rp 684,802.25 Rp 3,571,928.54


Bekisting 234.061 Rp 153,972.46 Rp 36,038,950.64


Ready Mix K-175 5.065 Rp 615,340.25 Rp 3,116,698.37

7 Pek. Plat

Bekisting 183.000 Rp 170,922.49 Rp 31,278,815.21


Ready mix K-250 97.522 Rp 684,802.25 Rp 66,782,956.32

Sub Total E. LANTAI - III (di atas +8.50) Rp 743,602,537.30

F. L. R.LIFT-V- (+16.50)

F.1. PEK. STRUKTUR

1 Beton Kolom

Bekisting 29.170 Rp 180,377.84 Rp 5,261,621.62


Ready Mix K-250 7.293 Rp 701,092.70 Rp 5,112,718.51

2 Beton Balok

Bekisting 46.998 Rp 158,720.49 Rp 7,459,545.35


Ready Mix K-250 11.750 Rp 701,092.70 Rp 8,237,488.68

3 Pek. Plat

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

Bekisting 17.442 Rp 174,988.49 Rp 3,052,149.16


Ready mix K-250 8.721 Rp 701,092.70 Rp 6,114,229.44

Sub Total F. LANTAI - V- (di atas +12.50) Rp 88,444,673.22

G. HARGA TOTAL LEMBUR Rp354,480,000.00

H. BIAYA OPERASIONAL ALAT BERAT Rp217,200,000.00

Total Rp 3,912,110,653.95

Rp 593,055,000.00

m2

m3

BOBOT RENCANA STRUKTUR




No. URAIAN PEKERJAAN

A. LANTAI - I (di atas ± 0.00)

A.1. PEKERJAAN STRUKTUR

1 Beton Kolom

Bekisting Rp 40,484,114.40 X 100% = 1.22%

Rp 3,319,055,653.95

Pembesian Rp 59,226,308.60 X 100% = 1.78%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 17,336,839.91 X 100% = 0.52%

Rp 3,319,055,653.95

2 Beton Balok

Bekisting Rp 84,499,125.54 X 100% = 2.55%

Rp 3,319,055,653.95

Pembesian Rp 198,444,831.87 X 100% = 5.98%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 79,314,415.03 X 100% = 2.39%

Rp 3,319,055,653.95

3 Pek. Tangga Utama

Bekisting Rp 27,392,281.71 X 100% = 0.83%

Rp 3,319,055,653.95

Pembesian Rp 10,068,172.73 X 100% = 0.30%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 3,591,440.88 X 100% = 0.11%

Rp 3,319,055,653.95

4 Pek. Lift Utama

Bekisting Rp 16,198,820.74 X 100% = 0.49%

Rp 3,319,055,653.95

Pembesian Rp 9,468,197.77 X 100% = 0.29%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 3,309,978.10 X 100% = 0.10%

Rp 3,319,055,653.95

5 Pek. Ramp Beton

Bekisting Rp 15,926,036.18 X 100% = 0.48%

Rp 3,319,055,653.95

Pembesian Rp 15,325,186.52 X 100% = 0.46%

Rp 3,319,055,653.95

Ready Mix K-175 Rp 15,290,467.89 X 100% = 0.46%

Rp 3,319,055,653.95

6 Pek. Plat

Bekisting Rp 88,879,693.50 X 100% = 2.68%

Rp 3,319,055,653.95

Pembesian Rp 107,335,141.25 X 100% = 3.23%

Rp 3,319,055,653.95

Ready mix K-250 Rp 59,508,651.84 X 100% = 1.79%

Rp 3,319,055,653.95

B. LANTAI - II (di atas + 4.50)

B.1. PEKERJAAN STRUKTUR

1 Beton Kolom

Bekisting Rp 40,879,020.79 X 100% = 1.23%

Rp 3,319,055,653.95

Pembesian Rp 69,212,035.47 X 100% = 2.09%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 15,994,084.48 X 100% = 0.48%

Rp 3,319,055,653.95

2 Beton Balok

Bekisting Rp 90,355,382.82 X 100% = 2.72%

Rp 3,319,055,653.95

Pembesian Rp 180,855,417.10 X 100% = 5.45%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 60,113,523.19 X 100% = 1.81%

Rp 3,319,055,653.95

3 Pek. Tangga Utama

Bekisting Rp 32,544,769.90 X 100% = 0.98%

Rp 3,319,055,653.95

Pembesian Rp 25,288,216.66 X 100% = 0.76%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 9,147,932.37 X 100% = 0.28%

Rp 3,319,055,653.95

4 Pek. Lift Utama

Bekisting Rp 16,198,820.74 X 100% = 0.49%

Rp 3,319,055,653.95

Pembesian Rp 15,619,547.90 X 100% = 0.47%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 3,098,853.87 X 100% = 0.09%

Rp 3,319,055,653.95


Bekisting Rp 19,641,228.10 X 100% = 0.59%

Rp 3,319,055,653.95

Pembesian Rp 8,867,919.47 X 100% = 0.27%

Rp 3,319,055,653.95

Ready Mix K-175 Rp 2,961,884.72 X 100% = 0.09%

Rp 3,319,055,653.95

6 Pek. Plat

Bekisting Rp 96,878,865.92 X 100% = 2.92%

Rp 3,319,055,653.95

Pembesian Rp 89,419,832.89 X 100% = 2.69%

Rp 3,319,055,653.95

Ready mix K-250 Rp 54,037,908.45 X 100% = 1.63%

Rp 3,319,055,653.95

C. LANTAI - III (di atas +8.50)


1 Beton Kolom

Bekisting Rp 33,658,939.78 X 100% = 1.01%

Rp 3,319,055,653.95

Pembesian Rp 57,757,815.47 X 100% = 1.74%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 15,217,935.04 X 100% = 0.46%

Rp 3,319,055,653.95

2 Beton Balok

Bekisting Rp 72,386,485.09 X 100% = 2.18%

Rp 3,319,055,653.95

Pembesian Rp 184,261,232.19 X 100% = 5.55%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 61,379,223.15 X 100% = 1.85%

Rp 3,319,055,653.95

3 Pek. Tangga Utama

Bekisting Rp 40,363,624.72 X 100% = 1.22%

Rp 3,319,055,653.95

Pembesian Rp 22,621,778.28 X 100% = 0.68%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 8,183,356.72 X 100% = 0.25%

Rp 3,319,055,653.95

4 Pek. Lift Utama

Bekisting Rp 17,851,053.25 X 100% = 0.54%

Rp 3,319,055,653.95

Pembesian Rp 9,743,616.48 X 100% = 0.29%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 3,524,722.43 X 100% = 0.11%

Rp 3,319,055,653.95


Bekisting Rp 36,038,950.64 X 100% = 1.09%

Rp 3,319,055,653.95

Pembesian Rp 6,733,600.52 X 100% = 0.20%

Rp 3,319,055,653.95

Ready Mix K-175 Rp 3,614,405.62 X 100% = 0.11%

Rp 3,319,055,653.95

6 Pek. Plat

Bekisting Rp 83,353,551.12 X 100% = 2.51%

Rp 3,319,055,653.95 X 100% = 2.51%

Pembesian Rp 94,481,528.02 X 100% = 2.85%

Rp 3,319,055,653.95

Ready mix K-250 Rp 53,121,675.62 X 100% = 1.60%

Rp 3,319,055,653.95

D. LANTAI - IV (di atas+12.50)


1 Beton Kolom

Bekisting Rp 27,626,061.62 X 100% = 0.83%

Rp 3,319,055,653.95

Pembesian Rp 48,178,036.23 X 100% = 1.45%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 12,682,537.67 X 100% = 0.38%

Rp 3,319,055,653.95

2 Beton Balok

Bekisting Rp 46,724,001.15 X 100% = 1.41%

Rp 3,319,055,653.95

Pembesian Rp 157,179,834.70 X 100% = 4.74%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 57,905,097.77 X 100% = 1.74%

Rp 3,319,055,653.95

3 Pek. Lisplank

Bekisting Rp 16,020,581.88 X 100% = 0.48%

Rp 3,319,055,653.95

Pembesian Rp 40,238,504.81 X 100% = 1.21%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 21,917,096.01 X 100% = 0.66%

Rp 3,319,055,653.95

4 Pek. Tangga Utama

Bekisting Rp 34,821,068.51 X 100% = 1.05%

Rp 3,319,055,653.95

Pembesian Rp 17,934,687.66 X 100% = 0.54%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 6,487,816.52 X 100% = 0.20%

Rp 3,319,055,653.95

5 Pek. Lift Utama

Bekisting Rp 19,966,950.24 X 100% = 0.60%

Rp 3,319,055,653.95

Pembesian Rp 8,822,442.50 X 100% = 0.27%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 3,571,928.54 X 100% = 0.11%

Rp 3,319,055,653.95


Bekisting Rp 36,038,950.64 X 100% = 1.09%

Rp 3,319,055,653.95

Pembesian Rp 6,510,629.72 X 100% = 0.20%

Rp 3,319,055,653.95

Ready Mix K-175 Rp 3,116,698.37 X 100% = 0.09%

Rp 3,319,055,653.95

7 Pek. Plat

Bekisting Rp 31,278,815.21 X 100% = 0.94%

Rp 3,319,055,653.95

Pembesian Rp 79,797,841.25 X 100% = 2.40%

Rp 3,319,055,653.95

Ready mix K-250 Rp 66,782,956.32 X 100% = 2.01%

Rp 3,319,055,653.95

E. LANTAI -R. LIFT V (di atas+16.50)


1 Beton Kolom

Bekisting Rp 5,261,621.62 X 100% = 0.16%

Rp 3,319,055,653.95

Pembesian Rp 18,218,564.37 X 100% = 0.55%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 5,112,718.51 X 100% = 0.15%

Rp 3,319,055,653.95

2 Beton Balok

Bekisting Rp 7,459,545.35 X 100% = 0.22%

Rp 3,319,055,653.95

Pembesian Rp 24,113,666.37 X 100% = 0.73%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 8,237,488.68 X 100% = 0.25%

Rp 3,319,055,653.95

3 Pek. Plat

Bekisting Rp 3,052,149.16 X 100% = 0.09%

Rp 3,319,055,653.95

Pembesian Rp 10,874,689.72 X 100% = 0.33%

Rp 3,319,055,653.95

Ready Mix K-250 Rp 6,114,229.44 X 100% = 0.18%

Rp 3,319,055,653.95

Total 100.00%

of 334

KURVA S RENCANAPEMBANGUNAN GEDUNG MENEJEMEN 4 LANTAI 0.06% 0.58% 0.75% 0.92% 2.62% 3.90% 5.35% 5.50% 6.42% 6.48% 8.08% 7.25% 5.27% 5.19% 4.91% 4.75% 4.54% 4.54% 4.48% 4.47% 3.64% 3.64% 2.66% 2.95% 1.04%RUMAH SAKIT UMUM DAERAH dr. SOEDONO MADIUN 0.58% 0.58% 0.58% 0.60% 3.72% 3.85% 3.55% 6.28% 8.88% 8.88% 5.16% 5.27% 3.28% 4.97% 4.24% 5.69% 7.06% 3.45% 3.42% 5.53% 4.19% 2.75% 2.83% 3.41% 1.26%JALAN Dr. SOETOMO No. 29 MADIUN - JAWA TIMUR 0.58% 1.15% 1.73% 2.32% 6.04% 9.88% ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###

No. URAIAN PEKERJAANBobot

Jangka Waktu Pelaksanaan = 180 HariSKALABulan Ke-1 Bulan Ke-2 Bulan Ke-3 Bulan Ke-4 Bulan Ke-5 Bulan Ke-6 Bulan Ke-7

% 17-23/01/1124-30/01/1131-06/02/1107-13/02/1114-20/02/1121-27/02/1128-06/03/1107-13/03/1114-20/03/1121-27/03/1128-03/04/1104-10/04/1111-17/04/1118-24/04/1125-01/05/1102-08/05/1109-15/05/1116-22/05/1123-29/05/1130-05/06/1106-12/06/1113-19/06/1120-26/06/1127-03/07/1104-10/07/11A. PEKERJAAN PENDAHULUAN 100.00%

A.1 PEKERJAAN PERSIAPAN2.30 0.58% 0.58% 0.58% 0.58%

A.2 PEKERJAAN TANAH0.04 0.02% 0.02%

A.3 PEKERJAAN URUGAN0.82 0.16% 0.16% 0.16% 0.16% 0.16%

B. PEK. SUB STRUKTUR DIBAWAH ±0.00B.1 PEKERJAAN PONDASI UTAMA 21.32 3.55% 3.55% 3.55% 3.55% 3.55% 3.55%

B.2 PEKERJAAN PONDASI PENDUKUNG 0.13 0.13%C. LANTAI - I -(Di atas ± 0.00)

C.1. PEKERJAAN SIPIL 12.71 2.54% 2.54% 2.54% 2.54% 2.54%C.3. PEKERJAAN MEKANIKAL DAN ELEKTRIKAL

C.3.1. PEKERJAAN ELEKTRIKAL 0.60 0.20% 0.20% 0.20%C.3.3. PEKERJAAN INSTALASI AIR

A INSTALASI TALANG VERTICAL 0.08 0.08%B. INSTALASI AIR KOTOR + KOTORAN CLOSET 0.11 0.06% 0.06%C. INSTALASI AIR BERSIH 0.25 0.25%

D. LANTAI - II - (DI ATAS + 4.50) 75.00%D.1. PEKERJAAN SIPIL 9.69 2.42% 2.42% 2.42% 2.42%

D.3. PEKERJAAN MEKANIKAL DAN ELEKTRIKALD.3.1. PEKERJAAN ELEKTRIKAL 0.45 0.45%D.3.3. PEKERJAAN INSTALASI AIR

A INSTALASI TALANG VERTICAL 0.08 0.08%B. INSTALASI AIR KOTOR + KOTORAN CLOSET 0.11 0.11%C. INSTALASI AIR BERSIH 0.26 0.26%

E. LANTAI - III - (DI ATAS + 8.50)E.1. PEKERJAAN SIPIL 8.65 1.73% 1.73% 1.73% 1.73% 1.73%

E.2 PEKERJAAN ARSITEKTURALE.2.1. PEKERJAAN PASANGAN DAN PLESTERAN 2.10 1.05% 1.05%E.2.2. PEKERJAAN LANTAI DAN PELAPIS DINDING 0.16 0.16%E.2.3. PEK. KOSEN PINTU,JENDELA,ASSES- KACA 0.70 0.70%E.2.4. PEKERJAAN PLAFOND 1.08 1.08%E.2.5. PEKERJAAN PENGECATAN 0.38 0.38%

E.3. PEKERJAAN MEKANIKAL DAN ELEKTRIKALE.3.1. PEKERJAAN ELEKTRIKAL 1.70 0.34% 0.34% 0.34% 0.34% 0.34%E.3.3. PEKERJAAN INSTALASI AIR

A INSTALASI TALANG VERTICAL 0.18 0.18% 50.00%B. INSTALASI AIR KOTOR + KOTORAN CLOSET 0.11 0.11%C. INSTALASI AIR BERSIH 0.25 0.25%

F. LANTAI - IV - (DI ATAS + 12.50)F.1. PEKERJAAN SIPIL 6.71 1.12% 1.12% 1.12% 1.12% 1.12% 1.12%

F.2 PEKERJAAN ARSITEKTURALF.2.1. PEKERJAAN PASANGAN DAN PLESTERAN 2.42 0.61% 0.61% 0.61% 0.61%F.2.2. PEKERJAAN LANTAI DAN PELAPIS DINDING 1.47 0.74% 0.74%F.2.3. PEKERJAAN KOSEN PINTU,JENDELA,ASSESORIES DAN KACA 2.68 2.68%F.2.4. PEKERJAAN PLAFOND 0.96 0.48% 0.48%F.2.5. PEKERJAAN PENGECATAN 0.41 0.41%F.2.6. PEKERJAAN SANITAIR / FIXTURE UNIT 0.16 0.08% 0.08%F.2.7. PEKERJAAN BESI 1.07 1.07%

F.3. PEKERJAAN MEKANIKAL DAN ELEKTRIKALF.3.1. PEKERJAAN ELEKTRIKAL 1.73 0.58% 0.58% 0.58%F.3.2 PEKERJAAN PENDINGIN RUANGAN / AIR CONDITION 2.24 2.24%F.3.3. PEKERJAAN INSTALASI AIR


F 3.4. PEKERJAAN INSTALASI INSTALASI KABEL TV 0.04 0.04%F.3.5. PEKERJAAN INSTALASI HYDRANT 0.77 0.26% 0.26% 0.26%F.3.6. PEKERJAAN INSTALASI TELP / PABX 0.20 0.10% 0.10%

F4. PEKERJAAN MEBELAIR DAN INTERIORG. LANTAI RUANG MESIN LIFT (+ 16.50)

G.1. PEKERJAAN SIPIL 1.18 0.30% 0.30% 0.30% 0.30%G.2 PEKERJAAN ARSITEKTURAL

G.2.1. PEKERJAAN PASANGAN DAN PLESTERAN 0.30 0.30%G.2.2. PEKERJAAN LANTAI DAN PELAPIS DINDING 1.01 1.01%G.2.3. PEKERJAAN KOSEN PINTU,JENDELA,ASSESORIES DAN KACA 1.67 1.67%G.2.4. PEKERJAAN PENGECATAN 0.24 0.24%G.2.5. PEKERJAAN BESI 0.17 0.17%G.2.6. PEKERJAAN BAJA DAN BESI 5.69 0.95% 0.95% 0.95% 0.95% 0.95% 0.95%

G.3. PEKERJAAN MEKANIKAL DAN ELEKTRIKALG.3.1. PEKERJAAN ELEKTRIKAL 0.08 0.08%G.3.2. PEKERJAAN INSTALASI PENANGKAL PETIR 0.24 0.24%

G.4. PEKERJAAN PLUMBING DAN SEPTICTANK + SUMUR RESAPAN 3.48 1.16% 1.16% 1.16% 0.00%

TOTAL PEKERJAAN (%) 100.00 DEVIASI (%) -0.49% -0.63% -0.82% -0.78% -4.04% -5.83% NOTE : PROGRESS MINGGUAN (%) 0.58% 0.58% 0.58% 0.60% 3.72% 3.85% 3.55% 6.28% 8.88% 8.88% 5.16% 5.27% 3.28% 4.97% 4.24% 5.69% 7.06% 3.45% 3.42% 5.53% 4.19% 2.75% 2.83% 3.41% 1.26% : RENCANA REALISASI PROGRESS MINGGUAN (%) 0.08% 0.44% 0.39% 0.63% 0.46% 2.06% : REALISASI

Keterangan

of 334

PROGRESS MINGGUAN KOMULATIF (%) 0.58% 1.15% 1.73% 2.32% 6.04% 9.88% 13.44% 19.72% 28.60% 37.48% 42.65% 47.92% 51.20% 56.17% 60.40% 66.10% 73.16% 76.61% 80.02% 85.56% 89.74% 92.50% 95.33% 98.74% 99.99% REALISASI PROGRESS MINGGUAN KOMULATIF (%) 0.08% 0.52% 0.91% 1.54% 2.00% 4.05%

Surabaya, .......................... 2011PT.ANGGREK MERAH


of 334

18.25

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PEKERJA DAN DURASI PEKERJAAN STRUKTURPEMBANGUNAN GEDUNG MENEJEMEN 4 LANTAI

RUMAH SAKIT UMUM DAERAH dr. SOEDONO MADIUNJALAN Dr. SOETOMO No. 29 MADIUN - JAWA TIMUR

No. URAIAN PEKERJAAN Koef. VOL.Pekerja Hari

/Hari Rencana

C. LANTAI - I (di atas ± 0.00)C.1. PEKERJAAN STRUKTUR

1 Beton Kolom Bekisting

Pekerja 0.3000 oh 260.800 78 7 Tukang 0.3300 oh 260.800 86 7 Kepala Tukang 0.0330 oh 260.800 9 7 Mandor 0.0060 oh 260.800 2 7

Pembesian Mandor 0.0003 oh 7136.560 2 6 Tukang Besi 0.0070 oh 7136.560 50 6 Pekerja Tak Terampil 0.0070 oh 7136.560 50 6 Kepala Tukang 0.0007 oh 7136.560 5 6

Ready Mix K-250 Pekerja tak terampil 1.5000 oh 28.734 43.10 7 Tukang 0.5000 oh 28.734 14.37 7 Kepala Tukang 0.0500 oh 28.734 1.44 7 Mandor 0.0100 oh 28.734 0.29 7

2 Beton BalokBekisting

Pekerja 0.3200 oh 618.622 197.96 7 Tukang 0.3300 oh 618.622 204.15 7 Kepala Tukang 0.0330 oh 618.622 20.41 7 Mandor 0.0060 oh 618.622 3.71 7

Pembesian Mandor 0.0003 oh 23911.897 7.17 6 Tukang Besi 0.0070 oh 23911.897 167.38 6 Pekerja Tak Terampil 0.0070 oh 23911.897 167.38 6 Kepala Tukang 0.0007 oh 23911.897 16.74 6


3 Pek. Tangga UtamaBekisting




4 Pek. Lift UtamaBekisting




5 Pek Ramp BetonBekisting



Ready mix K-175 Pekerja tak terampil 1.5000 oh 28.203 42.31 14 Tukang 0.5000 oh 28.203 14.10 14 Kepala Tukang 0.0500 oh 28.203 1.41 14 Mandor 0.0100 oh 28.203 0.28 14

6 Pek. PlatBekisting




D. LANTAI - II (di atas + 4.50)D.1. PEKERJAAN STRUKTUR






Pekerja 0.3200 oh 606.877 194.20 4

Tukang 0.3300 oh 606.877 200.27 4 Kepala Tukang 0.0330 oh 606.877 20.03 4 Mandor 0.0060 oh 606.877 3.64 4










Ready Mix K-250 Pekerja tak terampil 1.5000 oh 4.712 7.07 3 Tukang 0.5000 oh 4.712 2.36 3

Kepala Tukang 0.0500 oh 4.712 0.24 3 Mandor 0.0100 oh 4.712 0.05 3

5 Pek. Tangga DaruratBekisting








E. LANTAI - III (di atas +8.50)E.1. PEKERJAAN STRUKTUR




F. LANTAI - IV (di atas+12.50)F.1. PEKERJAAN STRUKTUR









2 Pek. Lisplank AtapBekisting

Pekerja 0.3200 oh 120.610 38.60 4










G. LANTAI RUANG LIFT -V-(di atas+16.50)G.1. PEKERJAAN STRUKTUR





Dipakai Vol Hari Vol Dipakai Tambah Pekerja /Hari Percepatan /Hari Pekerja Pekerja

11 37 6 43 13 212 37 6 43 14 21 37 6 43 1 00 37 6 43 0 0

0 1189 5 1,427 0 08 1189 5 1,427 10 28 1189 5 1,427 10 21 1189 5 1,427 1 0

6 4 5 6 9 22 4 5 6 3 10 4 5 6 0 00 4 5 6 0 0

28 88 6 103 33 529 88 6 103 34 53 88 6 103 3 01 88 6 103 1 0

1 3985 5 4782 1 028 3985 5 4782 33 628 3985 5 4782 33 63 3985 5 4782 3 1

28 19 5 26 39 119 19 5 26 13 41 19 5 26 1 00 19 5 26 0 0

20 59 3 78 26 720 59 3 78 27 72 59 3 78 3 10 59 3 78 0 0

0 404 2 607 0 03 404 2 607 4 13 404 2 607 4 10 404 2 607 0 0

3 2 3 2 3 01 2 3 2 1 00 2 3 2 0 00 2 3 2 0 0

12 38 3 50 16 412 38 3 50 17 41 38 3 50 2 00 38 3 50 0 0

0 380 2 570 0 03 380 2 570 4 13 380 2 570 4 10 380 2 570 0 0

3 2 3 2 3 01 2 3 2 1 00 2 3 2 0 00 2 3 2 0 0

2 7 8 13 4 22 7 8 13 4 20 7 8 13 0 00 7 8 13 0 0

0 132 6 308 0 01 132 6 308 2 11 132 6 308 2 10 132 6 308 0 0

3 2 7 4 6 31 2 7 4 2 10 2 7 4 0 00 2 7 4 0 0

27 84 6 98 31 428 84 6 98 32 53 84 6 98 3 01 84 6 98 1 0

1 2156 5 2587 1 015 2156 5 2587 18 315 2156 5 2587 18 32 2156 5 2587 2 0

21 14 5 20 30 87 14 5 20 10 31 14 5 20 1 00 14 5 20 0 0

18 60 3 81 24 620 60 3 81 27 72 60 3 81 3 10 60 3 81 0 0

1 2550 2 3826 1 018 2550 2 3826 27 918 2550 2 3826 27 92 2550 2 3826 3 1

12 8 3 8 12 04 8 3 8 4 00 8 3 8 0 00 8 3 8 0 0

49 152 3 202 65 16

50 152 3 202 67 175 152 3 202 7 21 152 3 202 1 0

2 6664 2 9997 3 147 6664 2 9997 70 2347 6664 2 9997 70 235 6664 2 9997 7 2

46 30 3 30 46 015 30 3 30 15 02 30 3 30 2 00 30 3 30 0 0

22 64 3 85 29 722 64 3 85 30 72 64 3 85 3 10 64 3 85 1 1

0 945 2 1417 0 07 945 2 1417 10 37 945 2 1417 10 31 945 2 1417 1 0

7 5 3 5 7 02 5 3 5 2 00 5 3 5 0 00 5 3 5 0 0

12 38 3 50 16 412 38 3 50 17 41 38 3 50 2 00 38 3 50 0 0

0 627 2 941 0 04 627 2 941 7 24 627 2 941 7 20 627 2 941 1 1

2 2 2 2 4 11 2 2 2 1 0

0 2 2 2 0 00 2 2 2 0 0

48 142 6 166 56 86 18 6 21 7 11 18 6 21 1 00 18 6 21 0 0

0 199 3 331 0 01 199 3 331 2 11 199 3 331 2 10 199 3 331 0 0

1 1 4 1 2 10 1 4 1 1 10 1 4 1 0 00 1 4 1 0 0

47 148 3 197 63 1649 148 3 197 65 165 148 3 197 6 21 148 3 197 1 0

1 3592 2 5387 2 125 3592 2 5387 38 1325 3592 2 5387 38 133 3592 2 5387 4 1

41 27 3 27 41 014 27 3 27 14 01 27 3 27 1 00 27 3 27 0 0

15 48 3 65 19 516 48 3 65 21 52 48 3 65 2 10 48 3 65 0 0

1 2071 2 3107 1 014 2071 2 3107 22 714 2071 2 3107 22 71 2071 2 3107 2 1

11 8 3 8 11 04 8 3 8 4 00 8 3 8 0 00 8 3 8 0 0

22 68 6 79 25 422 68 6 79 26 42 68 6 79 3 00 68 6 79 0 0

1 3965 4 4956 1 028 3965 4 4956 35 728 3965 4 4956 35 73 3965 4 4956 3 1

19 13 5 18 27 86 13 5 18 9 31 13 5 18 1 00 13 5 18 0 0

13 37 5 52 18 513 37 5 52 18 51 37 5 52 2 10 37 5 52 0 0

0 494 4 617 0 03 494 4 617 4 13 494 4 617 4 10 494 4 617 0 0

3 2 5 2 4 11 2 5 2 1 00 2 5 2 0 00 2 5 2 0 0

7 21 5 30 10 37 21 5 30 10 31 21 5 30 1 00 21 5 30 0 0

0 213 3 354 0 01 213 3 354 2 11 213 3 354 2 10 213 3 354 0 0

1 1 5 1 2 00 1 5 1 1 10 1 5 1 0 00 1 5 1 0 0

11 33 6 39 12 211 33 6 39 13 21 33 6 39 1 00 33 6 39 0 0

0 147 3 245 0 01 147 3 245 2 11 147 3 245 2 10 147 3 245 0 0

1 1 5 1 2 10 1 5 1 1 10 1 5 1 0 00 1 5 1 0 0

40 124 3 165 53 1341 124 3 165 54 144 124 3 165 5 11 124 3 165 1 0

1 3436 2 5154 2 124 3436 2 5154 36 1224 3436 2 5154 36 122 3436 2 5154 4 1

39 26 3 26 39 013 26 3 26 13 01 26 3 26 1 00 26 3 26 0 0

4 13 10 16 5 14 13 10 16 5 10 13 10 16 1 10 13 10 16 0 0

0 1023 4 1279 0 07 1023 4 1279 9 27 1023 4 1279 9 21 1023 4 1279 1 0

3 2 8 2 3 01 2 8 2 1 00 2 8 2 0 00 2 8 2 0 0

8 25 10 30 10 28 25 10 30 10 21 25 10 30 1 00 25 10 30 0 0

1 1854 8 2086 1 013 1854 8 2086 15 213 1854 8 2086 15 21 1854 8 2086 1 0

14 9 8 11 16 25 9 8 11 5 10 9 8 11 1 10 9 8 11 0 0

10 30 3 40 13 3

10 30 3 40 13 31 30 3 40 1 00 30 3 40 0 0

0 1424 2 2136 1 110 1424 2 2136 15 510 1424 2 2136 15 51 1424 2 2136 1 0

16 11 2 16 24 85 11 2 16 8 31 11 2 16 1 00 11 2 16 0 0

22 66 3 87 30 723 66 3 87 31 82 66 3 87 3 10 66 3 87 1 1

0 644 2 965 0 05 644 2 965 7 25 644 2 965 7 20 644 2 965 1 1

5 3 5 2 3 -22 3 5 2 1 -10 3 5 2 0 00 3 5 2 0 0

12 38 3 50 16 412 38 3 50 17 41 38 3 50 2 00 38 3 50 0 0

0 354 2 532 0 02 354 2 532 4 12 354 2 532 4 10 354 2 532 0 0

3 2 2 3 4 11 2 2 3 1 0

0 2 2 3 0 00 2 2 3 0 0

19 59 3 78 25 619 59 3 78 26 62 59 3 78 3 10 59 3 78 0 0

0 262 2 392 0 02 262 2 392 3 12 262 2 392 3 10 262 2 392 0 0

3 2 2 3 4 11 2 2 3 1 00 2 2 3 0 00 2 2 3 0 0

15 46 3 61 20 515 46 3 61 20 52 46 3 61 2 10 46 3 61 0 0

1 2864 2 4296 1 020 2864 2 4296 30 1020 2864 2 4296 30 102 2864 2 4296 3 1

49 33 3 33 49 016 33 3 33 16 02 33 3 33 2 00 33 3 33 0 0

1 2 10 3 1 01 2 10 3 1 00 2 10 3 0 00 2 10 3 0 0

0 210 8 236 0 01 210 8 236 2 01 210 8 236 2 00 210 8 236 0 0

1 1 5 1 2 10 1 5 1 1 10 1 5 1 0 00 1 5 1 0 0

4 12 3 16 5 14 12 3 16 5 10 12 3 16 1 10 12 3 16 0 0

0 834 2 1250 0 06 834 2 1250 9 36 834 2 1250 9 31 834 2 1250 1 0

6 4 2 6 9 32 4 2 6 3 10 4 2 6 0 00 4 2 6 0 0

1 4 3 6 2 01 4 3 6 2 00 4 3 6 0 00 4 3 6 0 0

0 381 2 572 0 03 381 2 572 4 13 381 2 572 4 10 381 2 572 0 0

4 3 3 3 4 01 3 3 3 1 00 3 3 3 0 00 3 3 3 0 0

RKepala Tukang 80Pekerja 497Pekerja Tak terampil 653

27

BILL OF QUANTITY (BOQ) STRUKTUR




LANTAI - I (di atas ± 0.00)

No. Uraian & Sketsa

1 KOLOM DAN BALOK

Beton K-250 untuk Kolom Utama 50/50 posisi CL. A type K1

Beton K-250 untuk Kolom Utama 50/50 posisi CL. B type K1

Beton K-250 untuk Kolom Utama 50/50 posisi CL. C type K1

Beton K-250 untuk Kolom Utama 50/50 posisi CL. D type K1

Beton K-250 untuk Kolom Utama 50/50 posisi CL. E type K1

Beton K-250 untuk Balok Utama 35/70 posisi CL. 1 type B1





Beton K-250 untuk Balok Utama 30/60 posisi CL. A type B2

Beton K-250 untuk Balok Utama 35/70 posisi CL. B type B1

Beton K-250 untuk Balok Utama 35/70 posisi CL. C type B1

Beton K-250 untuk Balok Utama 35/70 posisi CL. D type B1

Beton K-250 untuk Balok Utama 35/70 posisi CL. E type B1

Beton K-250 untuk Balok Anak 30/60 type B2





2 PEKERJAAN TANGGA UTAMA

Beton K-250 untuk Kolom 30/30 type K-2

Beton K-250 untuk Balok Utama 35/70 posisi CL. 3A type B1


Beton K-250 untuk Plat lantai tangga T = 12 cm

3 PEKERJAAN LIFT UTAMA




4 PEKERJAAN RAMP BETON

Beton K-250 untuk Kolom 30/30 type K - 2



Beton Praktis K - 175 un. Kolom 15/15

Beton Praktis K - 175 un. Balok Ring 15/15 di atas Pas. Dinding

Beton Praktis K - 175 un. Balok Latei 15/15 di atas Kosen pas. Dinding

Beton Praktis K - 175 un. Canopy Jend (50x120x10) CL. B (4 - 5) -CL. 5

Beton Praktis K - 175 un. Balok 15/20 Canopy Jend CL. B (4 - 5) -CL. 5

5 PEKERJAAN PLAT

Beton K - 250 untuk Plat Terras tebal 10 cm uk. 1.25 x 16

Beton K-250 un Balok 20/40 type B3 di CL.E(2-3-4)plat teras +300(/4m)

Beton K-250 un untuk Plat lt II tebal 12 cm ( + 4.50 ) + Plat Rg. Tunggu

Beton K-250 un untuk Lisplang beton 10/80 atap ruang tunggu

LANTAI - II - (di atas + 4.50)

1 KOLOM DAN BALOK

Beton K-250 untuk Kolom Utama 50/50 posisi CL. A type K1




























4 PEKERJAAN TANGGA DARURAT

Beton K-250 untuk Kolom 20/40 type B3

Beton K-175 un. Ring Balustrade 15/15


Beton Praktis K-175 un. Kolom 15/15

Beton Praktis K-175 un. Balok Ring 15/15 di atas Pas. Dinding

Beton Praktis K-175 un. Balok Latei 15/15 di atas Kusen Pas. Dinding

Beton Praktis K-175 un. Canopy Jend ( 50 x 120 x 10 ) CL. B (4-5)-CL. 5

Beton Praktis K-175 un. Balok 15/20 Canopy Jend CL. B (4-5)-CL. 5

5 PEKERJAAN PLAT

Beton K-250 untuk Plat lt 3 tebal 12 cm ( + 8.50 ) + Plat R. Tunggu

Beton K-250 untuk Lisplang beton 10/80 atap ruang tunggu

LANTAI - III - (di atas + 8.50)

1 KOLOM DAN BALOK





























Beton K-175 un. Ring Bulustrade 15/15




Beton Praktis K-175 un. Balok Latei 15/15 di atas Kosen Pas. Dinding

Beton Praktis K-175 un. Canopy Jend (50 x 120 x 10) CL. B (4-5) - CL. 5

Beton Praktis K-175 un. Balok 15/20 Canopy Jend CL. B (4-5) - CL. 5

5 PEKERJAAN PLAT

Beton K-250 untuk Plat Lantai 4 tebal 12 cm ( + 12.50 ) + Plat

Beton K-250 untuk Plat Lisplang beton 10/80 atap ruang tunggu

LANTAI - IV - (di atas + 12.50)

1 KOLOM DAN BALOK














2 PEKERJAAN LISPLANG ATAP + PENUTUP CLADDING WALL

Beton K-250 untuk Balok Anak 20/40 type B3 Konsol LisplangBeton K-250 untuk Balok Anak 20/40 type B3 LisplangBeton K-250 untuk plat lisplang/talang t=10 cm - U=1.50 m + 16.50Beton K-250 untuk plat penutup Clidding Wall t=10 cm + 17.30Beton K-175 un. Ring lisplank 15/15 + kolom 15/15












Beton K-175 un. Ring Bulustrade 15/15




Beton Praktis K-175 un. Balok Latei 15/15 di atas Kosen Pas. Dinding



5 PEKERJAAN PLAT

Beton K-250 untuk Plat lt atap tebal 12 cm ( + 16.50 )

PEKERJAAN LISPLANG ATAP + PENUTUP CLADDING WALL

Beton K-250 untuk Balok Anak 20/40 type B3 Konsol Lisplang

Beton K-250 untuk Balok Anak 20/40 type B3 Lisplang

Beton K-250 untuk plat lisplang/talang t=10 cm - U=1.50 m + 16.50

Beton K-250 untuk plat penutup Clidding Wall t=10 cm + 17.30

Beton K-175 un. Ring lisplank 15/15 + kolom 15/15

LANTAI RUANG LIFT (di atas + 16.50)

1 KOLOM DAN BALOK



Beton K-250 untuk Kolom Utama 30/30 posisi CL. 3 type K2





Beton K-250 untuk Balok Utama 35/70 posisi CL. 3.A type B1

Beton K-250 untuk Balok Utama 20/40 posisi CL. 2.A type B3

Beton K-250 untuk Balok Utama 20/40 posisi CL. 2C type B3

Beton K-250 untuk Balok Utama 30/60 posisi CL. B1 type B2

Beton K-250 untuk Balok Utama 20/40 posisi CL. B3 type B3


Beton Praktis K-175 un. Balok Latei 15/15 di atas Pas. Dinding



2 PEKERJAAN PLAT

Beton K-250 untuk Plat lt atap tebal 12 cm ( + 20.52 )

Beton K-250 untuk talang kantong t=10 cm lebar 90 dan balok 15/20

BILL OF QUANTITY (BOQ) STRUKTUR




Perhitungan Volume

0,50 x 0,50 x 4,50 x 3 ttk = 3.375

0,50 x 0,50 x 4,50 x 5 ttk = 5.625

0,50 x 0,50 x 4,50 x 5 ttk = 5.625

0,50 x 0,50 x 4,50 x 5 ttk = 5.625

0,50 x 0,50 x 4,50 x 5 ttk = 5.625 25.875 klm

0,35 x 0,70 x 23,8 = 5.831

0,35 x 0,70 x 23,8 = 5.831

0,35 x 0,70 x 23,8 = 5.831

0,35 x 0,70 x 18,5 = 4.533

0,35 x 0,70 x 17 = 4.165

0,30 x 0,60 x 16,8 = 3.024

0,35 x 0,70 x 32 = 7.840

0,35 x 0,70 x 32 = 7.840

0,35 x 0,70 x 33,5 = 8.208

0,35 x 0,70 x 33,5 = 8.208 59.560 b1

0,3 x 0,6 x ( 32 + 12 + 8 + 33,6 + 17 + 18,5 + 19,6 + 23,8 )= 29.610 29.610 b2

0,20 x 0,40 x (4,593+4,175+4,75+8,35)= 1.703 4.348 b3

0,35 x 0,70 x ((33,36 x 4) + 4,5 + (1,36 x 2) + 2,375)= 35.281

0,20 x 0,30 x (2,35*10)= 1.410

0,20 x 0,40 x (2,6 x 6)= 1.248 5.688

0,30 x 0,30 x 2,25 = 0.202

0,35 x 0,70 x 5,20 = 1.274

0,30 x 0,60 x 4 = 0.720

(5,25x1,5x0,12x2)+(0,18x0,3x0,5x1,5x22)+(0,2x0,4x3)+(0,35x0,7x3) 3.756

0,30 x 0,30 x 4,50 x 16 = 2.430

0,30 x 0,60 x 10,80 = 1.944

0,20 x 0,40 x 13,90 = 1.112

0.227

1.632

10.074

38 x 0,80 x 0,15 x 0,15 0.684

3.121

0.090

0.240

0.720

2.160

1.604

(686+88,82) x 0,12 = 92.978

1.888

0,50 x 0,50 x 4,00 x 3 ttk = 3.000

0,50 x 0,50 x 4,00 x 5 ttk = 5.000

0,50 x 0,50 x 4,00 x 5 ttk = 5.000

0,50 x 0,50 x 4,00 x 5 ttk = 5.000

0,50 x 0,50 x 4,00 x 5 ttk = 5.000

0,35 x 0,70 x 23,8 = 5.831 58.824 b1

0,35 x 0,70 x 23,8 = 5.831 29.610

0,35 x 0,70 x 23,8 = 5.831

0,35 x 0,70 x 18,5 = 4.533

0,35 x 0,70 x 17 = 4.165

0,35 x 0,70 x 32 = 7.840

0,35 x 0,70 x 32 = 7.840

0,35 x 0,70 x 32 = 7.840 92.680

0,35 x 0,70 x 32 = 7.840

0,3 x 0,6 x ( 32 + 12 + 8 + 33,6 + 17 + 18,5 + 19,6 + 23,8 ) 29.610

0,20 x 0,40 x ( 4,175 + 4,175 + 5,8 + 8,35 ) 1.800

0,35 x 0,70 x ( 2,55 + 1,34 ) 0.953

0,20 x 0,30 x ( 1.36 + 1.36 + 1.36 ) 0.245

0,20 x 0,40 x (2,6 x 6)= 1.248

0,30 x 0,30 x 4,00 x 6,00 = 2.160

0,35 x 0,70 x 5,20 = 1.274

0,30 x 0,60 x 4 = 0.720

( 5,1 x 1,5 x 0,12 x 2 ) + (( 0,18 x 0,3 ) x 0,5 ) x 1,5 x 22 9.756

0,30 x 0,30 x 4,00 x 6.00 = 2.160

0,30 x 0,60 x 8,00 = 1.440

0,20 x 0,40 x ( 8,40 + 5,50 ) = 1.112

0.560

0.180

2.480

0.162

0.656

0.360

0.240

0.240

669 x 0,12 = 80.280

1.888

0,50 x 0,50 x 4,00 x 5 ttk = 5.000

0,50 x 0,50 x 4,00 x 5 ttk = 5.000

0,50 x 0,50 x 4,00 x 5 ttk = 5.000

0,50 x 0,50 x 4,00 x 5 ttk = 5.000

0,35 x 0,70 x 23,8 = 5.831

0,35 x 0,70 x 23,8 = 5.831

0,35 x 0,70 x 23,8 = 5.831

0,35 x 0,70 x 18,5 = 4.533

0,35 x 0,70 x 17 = 4.165

0,35 x 0,70 x 32 = 7.840

0,35 x 0,70 x 32 = 7.840

0,35 x 0,70 x 32 = 7.840

0,35 x 0,70 x 32 = 7.840

0,3 x 0,6 x (33,5+12+8+16,8+16,8+ 23,8+10+6,8+18,5+17) 29.376

0,20 x 0,40 x (4,593+4,175+4,75+8,35)= 1.703

0,35 x 0,70 x ( 2,55 + 1,34 ) 0.953

0,20 x 0,40 x (2,6 x 6)= 1.248

0,30 x 0,30 x 4,00 = 0.360

0,35 x 0,70 x 5,20 = 1.274

0,30 x 0,60 x 4 = 0.720

( 5,1 x 1,5 x 0,12 x 2 ) + (( 0,18 x 0,3 ) x 0,5 ) x 1,5 x 22 9.756

0,30 x 0,30 x 4,00 x 6.00 = 2.160

0,30 x 0,60 x 10,80 = 1.944

0,20 x 0,40 x ( 8,40 + 5,50 ) = 1.112

0.560

0.180

2.680

0.162

0.335

0.180

0.240

0.480

639,36 x 0,12 = 76.723

1.888

0,50 x 0,50 x 4,00 x 5 ttk = 5.000 16.000

0,50 x 0,50 x 4,00 x 4 ttk = 4.000 2.520 18.520

0,50 x 0,50 x 4,00 x 2 ttk = 2.000

0,50 x 0,50 x 4,00 x 5 ttk = 5.000

0,35 x 0,70 x 17 = 4.165 40.915

0,35 x 0,70 x 17 = 4.165 84.557

0,35 x 0,70 x 18,5 = 4.533

0,35 x 0,70 x 18,5 = 4.533

0,35 x 0,70 x 32 = 7.840

0,35 x 0,70 x 32 = 7.840

0,35 x 0,70 x 32 = 7.840

0,3 x 0,6 x (3 + 8 + 2,8 ) 23.274

0,20 x 0,40 x ((3,42x2) + (19,2 x2) + 5,5 + (4,2x2) + 27 + (1,6 x 3)) = 7.246

0,20 x 0,40 x 1,50 x 3 ttk = 0.360 120.61

0,20 x 0,40 x 8 ttk = 0.640

Beton K-250 untuk plat lisplang/talang t=10 cm - U=1.50 m + 16.50 15.900

12.720

2.385

0.360

1.274

0.720

7.120

0,30 x 0,30 x 4,00 x 6.00 = 2.160

0,30 x 0,60 x 10,80 = 1.944

0,20 x 0,40 x ( 8,40 + 5,50 ) = 1.112

0,20 x 0,40 x 8,40 = 0.672

0,15 x 0,15 x 8,40 = 0.189

2.680

0.270

0.661

0.112

0.300

0.180

(574,386-12.797-0.74-7.545-7,333) x 0,12 = 65.517

0,20 x 0,40 x 1,50 x 3 ttk = 0.360

0,20 x 0,40 x 8 ttk = 0.640

15.900

12.720

2.385

0,50 x 0,50 x 4,00 x 2 ttk = 2.000 29.17

0,50 x 0,50 x 4,00 x 2 ttk = 2.000

0,30 x 0,30 x 4,00 x 6 ttk = 2.160

0,35 x 0,70 x 8 = 1.960

0,35 x 0,70 x 8 = 1.960

0,35 x 0,70 x 7 = 1.715

0,35 x 0,70 x 7 = 1.715

0,35 x 0,70 x 7 = 1.715

0,20 x 0,40 x 3,2 = 0.256

0,20 x 0,40 x 3,2 = 0.256

0,30 x 0,60 x 8 = 1.440

0,20 x 0,40 x 5,50 = 0.440

0.540

0.112

0.300

0.180

66,00 x 0,12 = 7.920

0.801

1.300

5.953

5.486

11.933

98.630

13.910

4.712

0.560

2.480

82.168

106.926

12.110

5.216

0.560

2.680

78.611

80.189

29.620

9.474

5.216

0.672

2.680

65.517

29.620

Pembesian

No. Uraian / Sket Gambar Dia.

Potongan Jumlah Satuan

Panj. Juml.Total Panjang

Btng KgPanj.

KOLOM LANTAI - I (di atas ± 0.00)

1. Kolom type K1 (uk. 50 x 50 cm) 23bh

D22 7.33 16 117.28 2697.44 229 8,049

D10 1.90 60 114.95 2643.85 224 1,630

D10 0.55 40 22.18 510.217 43 315

229,845


D16 7.09 12 85.08 1361.28 115 2,148

D10 1.10 60 66.55 1064.8 90 656

44,878

Total jumlah 274.723




Btng KgPanj.

KOLOM LANTAI - II - (di atas + 4.50)


D22 4.88 16 78.08 1795.84 152 5,359

D10 1.90 40 76.00 1748 148 1,078

D10

450

450

D10-300

450

D10

250

25

0

12 D16

16 D22

D10

450

45

0

16 D22

D10 0.55 27 14.67 337.333 29 208

152.82


D16 4.64 12 55.68 668.16 57 1,055

D10 1.10 40 44.00 528 45 326

16.56





Btng KgPanj.

BALOK LANTAI - II - (di atas + 4.50)

1. Balok type B1 (uk. 35 x 70 cm)

D19 241.00 5 1205 102 31,645

D19 60.25 10 602.5 51 15,823

D13 241.00 4 964 82 11,852

D19 180.75 3 542.25 46 14,240

D19 241.00 5 1205 102 31,645

Ø12 2.00 2,410 4820 408 50,492

Ø12 0.40 2,410 964 82 10,098


D19 101.70 5 508.5 43 13,354

D19 25.43 6 152.55 13 4,006

D13 101.70 4 406.8 34 5,001

D19 76.28 4 305.1 26 8,012

D10-300

450

D10

250

250

12 D16

5D19

5D19

4D13

5D19

3D19

5D19

300

65

0

300

Ø12

Ø12

5D19

3D19

4D13

3D19

4D19

4D19

D19 101.70 4 406.8 34 10,683

Ø12 1.70 1,017 1728.9 147 18,111

Ø12 0.35 1,017 355.95 30 3,729


D16 101.70 4 406.8 34 7,576

D16 25.43 4 101.7 9 1,894

D13 101.70 2 203.4 17 2,501

D16 76.28 2 152.55 13 2,841

D16 101.70 1 101.7 9 1,894

Ø10 1.08 678 732.24 62 5,327


D16 140.75 5 703.75 60 13,106

D16 35.19 10 351.875 30 6,553

D13 140.75 4 563 48 6,922

D16 105.56 5 527.8125 45 9,830

D16 140.75 5 703.75 60 13,106

Ø12 2.00 1,408 2815 239 29,489

Ø12 0.40 1,408 563 48 5,898


D16 22.95 4 91.8 8 1,710

D16 5.74 2 11.475 1 214

D16 17.21 1 17.2125 1 321

5D19

3D19

4D13

3D19

4D19

4D19

250

550

250

Ø12

Ø12

4D16

2D16

2D13

2D16

2D16

1D16

150

350

Ø10

5D16

5D16

4D13

5D16

5D16

5D16

300

65

0

300

Ø12

Ø12

4D16

1D16

1D16 1D16

2D16

D16 22.95 2 45.9 4 855

Ø10 0.88 229 201.96 17 1,469


D16 19.74 4 78.96 7 1,470

D16 4.94 6 29.61 3 551

D16 14.81 2 29.61 3 551

D13 19.74 2 39.48 3 735

Ø12 1.08 197 213.192 18 2,233





Btng KgPanj.

KOLOM LANTAI - III - (di atas + 8.50)


D22 4.88 16 78.08 1561.6 132 4,660

D10 1.90 40 76.00 1520 129 937

D10 0.55 27 14.67 293.333 25 181

115.55


D16 4.64 12 55.68 389.76 33 615

D10 1.10 40 44.00 308 26 190

4D16

1D16

1D16 1D16

2D16

250

150

D10

4D16

2D16

3D16 3D16

2D13

350

150

Ø12

D10

450

45

0

D10-300

450

D10

250

250

12 D16

16 D22

5.64





Btng KgPanj.

BALOK LANTAI - III - (di atas + 8.50)


D19 241.00 5 1205 102 31,645

D19 60.25 10 602.5 51 15,823

D13 241.00 4 964 82 11,852

D19 180.75 3 542.25 46 14,240

D19 241.00 5 1205 102 31,645

Ø12 2.00 2,410 4820 408 50,492

Ø12 0.40 2,410 964 82 10,098


D19 101.70 5 508.5 43 13,354

D19 25.43 6 152.55 13 4,006

D13 101.70 4 406.8 34 5,001

D19 76.28 4 305.1 26 8,012

D19 101.70 4 406.8 34 10,683

Ø12 1.70 1,017 1728.9 147 18,111

Ø12 0.35 1,017 355.95 30 3,729


D16 30.40 4 121.6 10 2,265

D10

250

250

5D19

5D19

4D13

5D19

3D19

5D19

300

65

0

300

Ø12

Ø12

5D19

3D19

4D13

3D19

4D19

4D19

250

550

250

Ø12

Ø12

4D16

2D16

2D13

2D16

2D16

1D16

D16 7.60 4 30.4 3 566

D13 30.40 2 60.8 5 747

D16 22.80 2 45.6 4 849

D16 30.40 1 30.4 3 566

Ø12 1.08 203 218.88 19 2,293


D16 5.50 5 27.5 2 512

D16 1.38 10 13.75 1 256

D13 5.50 4 22 2 270

D16 1.38 5 6.875 1 128

D16 5.50 5 27.5 2 512

Ø12 2.00 55 110 9 1,152

Ø12 0.40 55 22 2 230


D16 19.74 4 78.96 7 1,470

D16 4.94 6 29.61 3 551

D16 4.94 2 9.87 1 184

D16 19.74 2 39.48 3 735

Ø12 1.08 197 213.192 18 2,233





Btng KgPanj.

KOLOM LANTAI - IV - (di atas + 12.50)

4D16

2D16

2D13

2D16

2D16

1D16

150

350

Ø10

5D16

5D16

4D13

5D16

5D16

5D16

300

65

0

300

Ø12

Ø12

4D16

2D16

3D16 3D16

2D13

350

150

Ø12


D22 4.88 16 78.08 1249.28 106 3,728

D10 1.90 40 76.00 1216 103 750

D10 0.55 27 14.67 234.667 20 145

73.95


D16 4.64 12 55.68 389.76 33 615

D10 1.10 40 44.00 308 26 190

5.64

Total jumlah 79.587




Btng KgPanj.

BALOK LANTAI - IV - (di atas + 12.50)

1. Balok type B1 (uk. 35 x 70 cm) - Tengah

D19 128.20 5 641 54 16,834

D19 32.05 10 320.5 27 8,417

D13 128.20 4 512.8 43 6,304

D19 96.15 3 288.45 24 7,575

D19 128.20 5 641 54 16,834

Ø12 2.00 1282 2564 217 26,859

Ø12 0.40 1282 512.8 43 5,372

D10

450

45

0

D10-300

450

D10

250

250

12 D16

16 D22

5D19

5D19

4D13

5D19

3D19

5D19

300

65

0

300

Ø12

Ø12

2. Balok type B1 (uk. 35 x 70 cm) - Tepi

D19 90.00 3 270 23 7,091

D19 22.50 4 90 8 2,364

D13 90.00 4 360 31 4,426

D19 67.50 2 135 11 3,545

D19 90.00 3 270 23 7,091

Ø12 2.00 900 1800 153 18,856


D19 130.80 5 654 55 17,175

D19 32.70 4 130.8 11 3,435

D13 130.80 4 523.2 44 6,432

D19 98.10 3 294.3 25 7,729

D19 130.80 4 523.2 44 13,740

Ø12 1.70 1308 2223.6 188 23,293

Ø12 0.35 1308 457.8 39 4,796


D16 25.70 4 102.8 9 1,914

D16 6.43 4 25.7 2 479

D13 25.70 2 51.4 4 632

D16 19.28 2 38.55 3 718

D16 25.70 1 25.7 2 479

Ø10 1.08 257 277.56 24 2,019

5D19

2D19

4D13

2D19

3D19

4D19

300

65

0

300

Ø12

Ø12

4D16

2D16

2D13

2D16

2D16

1D16

150

350

Ø10

250

55

0

250

Ø12

Ø12

3D19

2D19

4D13

2D19

2D19

3D19

300

65

0Ø12


D16 8.50 5 42.5 4 791

D16 2.13 10 21.25 2 396

D13 8.50 4 34 3 418

D16 6.38 5 31.875 3 594

D16 8.50 5 42.5 4 791

Ø12 2.00 85 170 14 1,781

Ø12 0.40 85 34 3 356


D16 4.94 4 19.76 2 368

D16 1.24 2 2.47 0 46

D16 3.71 1 3.705 0 69

D16 4.94 2 9.88 1 184

Ø10 0.88 49 43.472 4 316


D16 12.30 4 49.2 4 916

D16 3.08 6 18.45 2 344

D16 9.23 2 18.45 2 344

D13 12.30 2 24.6 2 458

Ø12 1.08 123 132.84 11 1,392





Btng KgPanj.

KOLOM ATAP

5D16

5D16

4D13

5D16

5D16

5D16

300

65

0

300

Ø12

Ø12

4D16

1D16

1D16 1D16

2D16

250

150

D10

4D16

2D16

3D16 3D16

2D13

350

150

Ø12


D22 4.88 16 78.08 312.32 26 932

D10 1.90 40 76.00 304 26 187

D10 0.55 27 14.67 58.667 5 36

4.62


D16 4.64 12 55.68 334.08 28 527

D10 1.10 40 44.00 264 22 163

4.14

Total jumlah 8.762




Btng KgPanj.

BALOK (Atap)

1. Balok type B1 (uk. 35 x 70 cm) - Tepi

D19 128.00 3 384 33 10,084

D19 32.00 4 128 11 3,361

D13 128.00 4 512 43 6,295

D19 96.00 2 192 16 5,042

D19 128.00 3 384 33 10,084

Ø12 1.98 1067 2112 179 22,124

2. Balok type B1 (uk. 35 x 70 cm) - Tengah

D19 32.00 5 160 14 4,202

D10

450

45

0

D10-300

450

D10

250

250

12 D16

16 D22

3D19

2D19

4D13

2D19

2D19

3D19

300

65

0

Ø12

5D19

5D19

4D13

5D19

3D19

5D19

D19 8.00 10 80 7 2,101

D13 32.00 4 128 11 1,574

D19 24.00 3 72 6 1,891

D19 32.00 5 160 14 4,202

Ø12 2.00 320 640 54 6,704

Ø12 0.40 320 128 11 1,341


D19 27.50 3 82.5 7 2,167

D19 6.88 4 27.5 2 722

D13 27.50 4 110 9 1,352

D19 20.63 2 41.25 3 1,083

D19 27.50 3 82.5 7 2,167

Ø12 1.68 229 385 33 4,033


D16 137.50 4 550 47 10,243

D16 34.38 2 68.75 6 1,280

D13 137.50 2 275 23 3,381

D16 103.13 1 103.125 9 1,921

D16 137.50 4 550 47 10,243

Ø10 1.08 1375 1485 126 10,803

Total jumlah 128,401

3D19

2D19

4D13

2D19

2D19

3D19

250

550

Ø12

4D16

1D16

2D13

1D16

1D16

4D16

150

350

Ø10

5D19

5D19

4D13

5D19

3D19

5D19

300

65

0

300

Ø12

Ø12




Btng KgPanj.

TANGGA

1. Tangga darurat lt. 2 ke lt. 3 D16 6.56 23 150.834 13 2,809

D13 1.15 131 150.834 13 1,854

Ø10 0.76 115 87.4 7 636

2. Tangga darurat lt. 3 ke lt. 4 D16 6.56 23 150.834 13 2,809

D13 1.15 131 150.834 13 1,854

Ø10 0.76 115 87.4 7 636

3. Tangga lt. 1 ke lt. 2 D16 5.29 30 158.79 13 2,957

D13 1.50 106 158.7 13 1,951

Ø10 0.76 165 125.4 11 912

4. Tangga lt. 2 ke lt. 3 D16 5.29 30 158.79 13 2,957

D13 1.50 106 158.7 13 1,951

Ø10 0.76 165 125.4 11 912

5. Tangga lt. 3 ke lt. 4 D16 5.29 30 158.79 13 2,957

D13 1.50 106 158.7 13 1,951

Ø10 0.76 165 125.4 11 912

Total jumlah 28,060




Btng KgPanj.

PIT LIFT

1. D16 9.20 23 208.533 18 3,884

D16 6.30 23 142.8 12 2,659

D16 2.05 69 140.571 12 2,618

D13 6.20 14 89.9 8 1,105

D13 5.80 14 84.1 7 1,034

D16 6.90 38 262.2 22 4,883

D16 4.00 35 141.333 12 2,632

D16 2.05 61 124.171 11 2,312

D13 4.00 14 58 5 713

D13 3.60 14 52.2 4 642

Total jumlah 22,482



Panj.Juml. Total Panjang

Btng KgPanj.

SLAB

1. Slab (lantai 2) Ø12 28.00 669.04 18735.170 1,588 196,262

Ø6 3.20 669.04 2140.301 181 5,605

2. Slab (lantai 3) Ø12 28.00 669.04 18735.170 1,588 196,262

Ø6 3.20 669.04 2140.301 181 5,605

3. Slab (lantai 4) Ø12 28.00 639.36 17904.039 1,517 187,555

Ø6 3.20 639.36 2045.353 173 5,357

4. Plat Atap Ø12 28.00 83.36 2334.335 198 24,453

Ø6 3.20 83.36 266.674 23 698

5. Atap Lift Ø12 28.00 66.00 1848.202 157 19,361

Ø6 3.20 66.00 211.138 18 553

Total jumlah 641,711




Btng KgPanj.

KOLOM ATAP


D22 4.88 16 78.08 312.32 26 932

D10 1.90 40 76.00 304 26 187

D10 0.55 27 14.67 58.667 5 36


D16 4.64 12 55.68 334.08 28 527

m2

D10

450

450

D10-300

450

D10

250

25

0

12 D16

16 D22

D10 1.10 40 44.00 264 22 163

Total jumlah 1,846

D10

250

25

0

250,726

Bekisting

LANTAI - I (di atas ± 0.00)

KOLOM

No. Kode Dimensi Luas Satuan Jumlah Luas Sat.

1 K1 50 50 8 23 184.00

2 K2 30 30 4.8 16 76.80

Total Kolom = 260.80

BALOK tebal plat lantai 12 cm `

No. Kode Dimensi Kel Panjang Luas Sat.

1 B1 35 70 1.51 (32*4)+(23,8*3)+18,5+17+5,2 240.10 362.55

2 B2 30 60 1.26 (32*2)+(16,8*2)+(23,8*2)+18,5+17 180.70 227.68

3 B3 20 40 0.76 (4,2*2)+5,5+8 21.90 16.64

4 B4 35 70 1.51 1,5+1,5+2,5 5.50 8.31

5 B5 20 30 0.56 ((3/4)*(22/7)*2,5)+0,25 6.14 3.44

6 B6 20 40 0.76 3*3+2,5 11.5 8.74

Total Balok = 618.62

PELAT LANTAI 1

No. Kode Dimensi (m) Luas Satuan (m2) jumlah Luas (m) Sat.

1 A 4 3.5 14 8 112.00

2 B 4 3.5 14 8 112.00

3 C 4 3 12 8 96.00

4 D 4 3.5 14 5 70.00

5 E 4 3.5 14 5 70.00

6 F 4 1.85 7.4 3 22.20

7 G 4 3 12 8 96.00

8 H 4 1.5 6 2 12.00

9 knn tangga 5.2 1 5.2 1 5.20

10 depan lift 4 1 4 2 8.00

11 kiri lift 5.2 2.5 11.125 1 11.13

Luas Pelat Lantai = 614.53

LANTAI - II - (di atas + 4.50

KOLOM Tinggi kolom 4 m

No. Kode Dimensi (cm) Luas Satuan (m2) Jumlah Luas (m2) Sat.

1 K1 50 50 8 23 184.00

2 K2 30 30 4.8 12 57.60


BALOK tebal Pelat lantai 12 cm

No. Kode Dimensi (cm) Kel Panjang Luas (m) Sat.

1 B1 35 70 1.51 (32*4)+(23,8*3)+18,5+17+5,2 240.10 362.55

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

2 B2 30 60 1.26 (32*2)+(16,8*2)+(23,8*2)+18,5+17 180.70 227.68

3 B3 20 40 0.76 (4,2*2)+5,5+8 21.90 16.64


PELAT LANTAI 2

No. Kode Dimensi (m) Luas Satuan (m2) jumlah Luas (m) Sat.

1 A 4 3.5 14 8 112.00

2 B 4 3.5 14 8 112.00

3 C 4 3 12 8 96.00

4 D 4 3.5 14 5 70.00

5 E 4 3.5 14 5 70.00

6 F 4 1.85 7.4 3 22.20

7 G 4 3 12 8 96.00

8 H 4 1.5 6 2 12.00

9 knn tangga 5.2 1 5.2 1 5.20

10 depan lift 4 1 4 2 8.00

11 kiri lift 5.2 2.5 11.125 1 11.13

Luas Pelat Lantai 614.53

Luas Begesting Lantai 2 = 1463.00

LANTAI - III - (di atas + 8.50)

KOLOM

No. Kode Dimensi (cm) Luas Satuan (m2) Jumlah Luas (m) Sat.

1 K1 50 50 8 20 160.00

2 K2 30 30 4.8 7 33.60



No. Kode Dimensi (cm) Kel Panjang Luas (m) Sat.

1 B1 35 70 1.51 (32*4)+(17*3)+(18,5*2)+5,2 221.20 334.01

2 B2 30 60 0.78 32+33,5+(17*2)+18,5+10+2,8 130.80 102.02

3 B3 20 40 0.76 (4,2*2)+5,5+8 21.90 16.64

4 B4 35 70 1.51 1,5+1,5+2,5 5.50 8.31

5 B5 20 30 0.56 ((3/4)*(22/7)*2,5)+0,25 6.14 3.44

6 B6 20 40 0.76 3*3+2,5 11.5 8.74


PELAT LANTAI 3

No. Kode Dimensi (cm) Luas Satuan (m2) jumlah Luas (m) Sat.

1 A 4 3.5 14 8 112.00

2 B 4 3.5 14 8 112.00

3 C 4 3 12 8 96.00

4 D 4 3.5 14 5 70.00

5 E 4 3.5 14 5 70.00

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

6 F 4 1.85 7.4 3 22.20

7 H 4 1.5 6 2 12.00

8 knn tangga 5.2 1 5.2 1 5.20

9 depan lift 4 1 4 2 8.00

10 kiri lift 5.2 2.5 11.125 1 11.13

Luas Pelat Lantai 518.53

Luas Begesting Lantai 3 = 1185.29

LANTAI - IV - (di atas + 12.50)

KOLOM

No. Kode Dimensi (cm) Jumlah Luas (m) Sat.

1 K1 50 50 8 16 128.00

2 K2 30 30 4.8 6 28.80



No. Kode Dimensi (cm) Kel Panjang Luas (m)

1 B1 35 70 1.51 (32*2)+12+(17*2)+(7*3) 131.00 197.81

2 B2 30 60 1.26 8+3+2,8 13.80 17.388

3 B3 20 40 0.76 (34*2)+(1,5*3)+(1*27)+(4,2*2)+5,5 113.40 86.184

301.38

PELAT LANTAI 4

No. Kode Dimensi (m) jumlah Luas (m)

1 I 4 1 4 14 56.00

2 J 3.5 1 3.5 8 28.00

3 K 3 1 3 2 6.00

4 L 1 1 1 4 4.00

5 M 1.5 4 6 2 12.00

6 N 11 7 77 1 77.00

Luas Begesting Lantai Atap = 183.00

LISPLANK

No. Kel Panjang Luas (m)

1 2.7 34+34+19+19+1 107 288.90

m2

m2

m2

m2

m2

m2

m2

Luas Satuan (m2)

m2

m2

m2

Luas Satuan (m2)

REKAPITULASI KEBUTUHAN BESIPROYEK PEMBANGUNAN GEDUNG MENEJEMEN 4 LANTAI


No. Uraian / Sket Gambar Dia. Jumlah Kg

1. Pondasi D22 413 14.538

2. Sloof D19 281 7.391D16 69 1.285D13 94 1.158D10 532 3.870Ø10 14 0.098Ø8 11 0.050

3. Kolom - Kolom lt. 1 D22 229 8.049

D16 115 2.148D10 358 2.601

- Kolom lt. 2 D22 152 5.359D16 57 1.055D10 221 1.611

- Kolom lt. 3 D22 132 4.660D16 33 0.615D10 180 1.308

- Kolom lt. 4 D22 106 3.728D16 33 0.615D10 149 1.084

- Kolom Atap D22 26 0.932D16 28 0.527D10 53 0.386

4. Balok - Balok lt. 2 D19 315 8.285

D16 284 5.294D13 184 2.268Ø12 971 10.174Ø10 79 0.576

- Balok lt. 3 D19 418 10.967D16 39 0.728

D13 123 1.514Ø12 715 7.486

- Balok lt. 4 D19 361 9.477D16 38 0.715D13 128 1.569Ø12 669 7.009Ø10 27 0.198

- Balok Atap D19 152 3.992D16 108 2.007D13 87 1.068Ø12 277 2.899Ø10 126 0.916

5. Slab - Slab lt. 2 Ø12 1,588 16.632

Ø6 181 0.475 - Slab lt. 3 Ø12 1,588 16.632

Ø6 181 0.475 - Slab lt. 4 Ø12 1,517 15.894

Ø6 173 0.454 - Plat Atap Ø12 198 2.072

Ø6 23 0.059Ø12 157 1.641

- Atap Lift Ø6 18 0.047

6. Pit Lift D16 86 1.609D13 24 0.296

7. Tangga D16 66 1.228D13 66 0.810Ø10 47 0.340

Rekapitulasi kebutuhan besi beton D22 1,111 39.128D19 1,604 56.468D16 1,005 35.389D13 742 26.114D10 1,567 55.190Ø12 8,229 289.742Ø10 322 11.325Ø8 12 0.418Ø6 609 21.456

No. Jenis Jumlah Jumlah Upah Lembur

Pekerja Pekerja Jam Lembur /Hari /Jam (Rp)

1 Surveyor (Free Line) 3 6 Rp 8,000.00 2 3 6 Rp 6,000.00

3 2 6 Rp 7,500.00 4 Mandor 4 6 Rp 6,500.00 5 Kepala Tukang

6 Tukang 24 6 Rp 6,000.00 7 Tukang besi 21 6 Rp 6,000.00 8 Pekerja9 Pekerja tak terampil

JUMLAH

Asisten Surveyor (Free Line)Administrasi Keuangan

Jumlah (Rp)

Rp 144,000.00 Rp 108,000.00

Rp 90,000.00 Rp 156,000.00

Rp 864,000.00 Rp 756,000.00

Rp 1,362,000.00



No. URAIAN PEKERJAAN Durasi Prodecesor

1 C. LANTAI - I (di atas ± 0.00)2 Beton Kolom 113 Pek. Bekisting 64 Pembesian 5 3ss+1d5 Ready Mix K-250 5 36 Beton Balok 117 Bekisting 68 Pembesian 5 7ss+1d9 Ready Mix K-250 5 7

10 Pek. Plat 1111 Bekisting 612 Pembesian 513 Ready mix K-250 514 Pek. Tangga Utama 615 Bekisting 316 Pembesian 217 Ready Mix K-250 318 Pek. Lift Utama 619 Bekisting 320 Pembesian 221 Ready Mix K-250 322 Pek Ramp Beton 1523 Bekisting 824 Pembesian 625 Ready mix K-175 726 D. LANTAI - II (di atas + 4.50)27 Beton Kolom 528 Bekisting 329 Pembesian 230 Ready Mix K-250 331 Beton Balok 532 Bekisting 333 Pembesian 234 Ready Mix K-250 335 Pek. Plat 636 Bekisting 3

37 Pembesian 238 Ready mix K-250 339 Pek. Tangga Utama 640 Bekisting 341 Pembesian 242 Ready Mix K-250 343 Pek. Lift Utama 544 Bekisting 345 Pembesian 246 Ready Mix K-250 247 Pek. Tangga Darurat 1048 Bekisting 649 Pembesian 350 Ready Mix K-175 451 E. LANTAI - III (di atas +8.50)52 Beton Kolom 653 Bekisting 354 Pembesian 255 Ready Mix K-250 356 Beton Balok 1157 Bekisting 658 Pembesian 459 Ready Mix K-250 560 Pek. Tangga Utama 1061 Bekisting 562 Pembesian 463 Ready Mix K-250 564 Pek. Lift Utama 1065 Bekisting 566 Pembesian 367 Ready Mix K-250 568 Pek. Tangga Darurat 1169 Bekisting 670 Pembesian 371 Ready Mix K-175 572 Pek. Plat 673 Bekisting 374 Pembesian 275 Ready mix K-250 376 F. LANTAI - IV (di atas+12.50)77 Beton Kolom 1878 Bekisting 1079 Pembesian 480 Ready Mix K-250 881 Beton Balok 18

82 Bekisting 1083 Pembesian 884 Ready Mix K-250 885 Pek. Lisplank 586 Bekisting 387 Pembesian 288 Ready Mix K-250 289 Pek. Tangga Utama 690 Bekisting 391 Pembesian 292 Ready Mix K-250 393 Pek. Lift Utama 594 Bekisting 395 Pembesian 296 Ready Mix K-250 297 Pek. Tangga Darurat 598 Bekisting 399 Pembesian 2

100 Ready Mix K-175 2101 Pek. Plat 6102 Bekisting 3103 Pembesian 2104 Ready mix K-250 3105 G. LANTAI R. LIFT-V-(di atas+12.50)106 Beton Kolom 15107 Bekisting 10108 Pembesian 8109 Ready Mix K-250 5110 Beton Balok 5111 Bekisting 3112 Pembesian 2113 Ready Mix K-250 2114 Pek. Plat 6115 Bekisting 3116 Pembesian 2117 Ready mix K-250 3



No. URAIAN PEKERJAAN Koef. VOL.Pekerja Hari

/Hari Rencana

C. LANTAI - I (di atas ± 0.00)C.1. PEKERJAAN STRUKTUR


Pekerja 0.3000 oh 260.800 78 7 Tukang 0.3300 oh 260.800 86 7 Kepala Tukang 0.0330 oh 260.800 9 7 Mandor 0.0060 oh 260.800 2 7

Pembesian Mandor 0.0003 oh 7136.560 2 6 Tukang Besi 0.0070 oh 7136.560 50 6 Pekerja Tak Terampil 0.0070 oh 7136.560 50 6 Kepala Tukang 0.0007 oh 7136.560 5 6














5 Pek Ramp BetonBekisting








D. LANTAI - II (di atas + 4.50)D.1. PEKERJAAN STRUKTUR






Pekerja 0.3200 oh 606.877 194.20 4










E. LANTAI - III (di atas +8.50)E.1. PEKERJAAN STRUKTUR

