Daftar Analisa Pu 2013

DAFTAR HARGA SATUAN SATUAN UPAH DAN BAHAN PEKERJAAN PEMBANGUNAN GEDUNG NEGARA TAHUN ANGGARAN 2012 NO.

URAIAN HARGA UPAH

HARGA

SATUAN

1 1 2 3 4 5 6 7 8 9 10 11

2

3

4 Org/Hari OH OH OH OH OH OH OH OH OH OM

Pekerja Mandor

@Rp. -"-"-"-"-"-"-"-"-"-"-

Tukang Batu Tukang Kayu Tukang Besi Tukang Keramik Tukang Plafond Tukang Pasang Pipa Tukang Cat

Ke Kepala Tukang Jaga Malam

55,000.00 80,000.00 80,000.00 80,000.00 80,000.00 80,000.00 80,000.00 80,000.00 80,000.00 90,000.00 40,000.00

NO.

URAIAN HARGA BAHAN-BAHAN

HARGA

SATUAN

1

2

3

4

A. 1 2 3 4 5 6 B. 1 2 3 4 5 6 C. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

TIMB TIMBUN UNAN AN / GAL GALIA IAN N Tanah Timbun/Merah Pasir Timbun / urug Pasir Pasang P Paasir Beton Sirtu Ta T anah Humus BAHA AHAN PE PEREK REKAT Portland Cement (PC) Cement Putih Lem Kayu Lem Vinyl / Karet P Peerekat Kaca Wa Waterfroof BATU BATU / BAT BATU U CET CETAK AKAN AN Batu Kerikil/koral 3 - 5 cm Batu Kerikil/koral 5 - 7 cm Batu Kerikil/Koral 7 - 10 cm Batu Belah/Kali 10 - 15 cm Batu Belah/Kali 15 - 20 cm B Baatu Pecah 1 - 2 cm Batu Pecah 2 - 3 cm Batu Pecah 3 - 5 cm Batu Pecah 5 - 7 cm Batu Kacang/jagung 0,5 - 1 cm Batu Splyt Batu Bata Biasa 5x10x20 cm Batu Bata Mesin 5x10x20 cm Batu Bataco 6x12x24 cm Batu Krawang 10x10x20 cm Batu Krawang 10x15x15 cm Batu Krawang 10x20x20 cm Concrete Block (CB) 10 Concrete Block (CB) 15 Concrete Block (CB) 20 Bondbeam 40x20x20 cm Con Block Warna type Hollan Con Block Warna type Uni Pave Con Block Warna type Dosex Six Con Block Warna type Hexagon Con Block K 125 Con Block K 175

tbl 6 cm tbl 6 cm tbl 6 cm tb tbl 6 cm

@Rp. -"-"-"-"-"-

79,600.00 79,600.00 101,000.00 101,000.00 114,000.00 71,500.00

M3 M3 M3 M3 M3 M3

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1,225.00 137,600.00 15,000.00 20,000.00 76,500.00 52,300.00

Kg Zak Kg Kg Kg Kg

@Rp. -"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-

160,500.00

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh

145,500.00 130,500.00 115,500.00 100,500.00 217,400.00 204,900.00 192,400.00 177,400.00 229,900.00 239,900.00 625.00 875.00 4,180.00 8,070.00 6,070.00 6,070.00

740.00 1,600.00 2,920.00 30,250.00 1,720.00 1,600.00 1,840.00 1,710.00 2,000.00 2,200.00

1 D. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53

2 KAYU KAYU / LAN LANGI GITT-LA LANG NGIT IT Balok Kayu Jati Papan Kayu Jati Balok Kayu Damar Laut Papan Kayu Damar Laut Balok Kayu Meranti Batu Papan Kayu Meranti Batu Balok Kayu Kapur Papan Kayu Kapur Balok Kayu Meranti Kls.II Papan Kayu Meranti Kls.II Kayu Sembarang/Bekisting Kayu Bakar Papan Lambsering/Rider Kayu Lat Asbes 5x30x400 mm Kayu Kaso 5 - 7 / 400 cm Kayu Dolken / kayu laut Ø 4" / 4 m Bambu Ø 6 - 8 / 600 cm Bilik bambu Kayu Profil 1" Kayu Profil 2" Kayu Profil 3" Kayu Profil 4" Profil Gypsum 2" Profil Gypsum 3" Profil Gypsum 4" Profil Gypsum 6" Playwood 120 x 240 tbl.18 mm Playwood 120 x 240 tbl.12 mm Playwood 120 x 240 tbl. 9 mm Playwood 120 x 240 tbl. 6 mm Playwood 120 x 240 tbl. 4 mm Teakwood 120 x 240 tbl. 3 mm Triplek Jati 120 x 240 tbl. 3 mm TriplekSungkai 120 x 240 tbl.3 mm Formica 120 x 240 cm Soft Board 120 x 240 tbl. 4 mm Soft Board 120 x 240 tbl. 6 mm Soft Board 120 x 240 tbl. 9 mm Soft Board 120 x 240 tbl.12 mm Gypsum 120 x 240 tbl. 6 mm Gypsum 120 x 240 tbl. 9 mm Gypsum 12 120 x 240 tbl.12 mm Asbes Asbes Lokal Lokal 100 100 x 100 100 cm Asbes Atrisco 100 x 100 cm t= 4 mm Asbes Atrisco 100 x 100 cm t= 5 mm Asbes Atrisco 100 x 100 cm t= 6 mm Akustik 30 x 30 cm Akustik 30 x 60 cm Akustik 60 x 120 cm Rangka Furing Celling Gypsum Rangka Furing Dinding Gypsum Tepung Dempul Kain Kasa/Paper Tape

3

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4

23,925,000.00 24,104,440.00 11,414,250.00 12,615,750.00 9,075,000.00 9,729,000.00 6,490,000.00 6,790,000.00 7,809,750.00 8,410,500.00 4,500,000.00 187,000.00 225,000.00

8,500.00 87,780.00 60,600.00

13,750.00 16,340.00

6,270.00 12,540.00 18,810.00 25,080.00 4,600.00 5,450.00 6,660.00 10,450.00 243,200.00 207,860.00 168,210.00 127,700.00 91,070.00 54,450.00 132,170.00 144,180.00 74,250.00 55,990.00 84,150.00 126,230.00 80,200.00 65,100.00 71,500.00 93,500.00 13,400.00 11,550.00 15,200.00 17,330.00 8,540.00 17,070.00 68,290.00 52,250.00 63,800.00 10,450.00 57,750.00

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M2 Btg Btg Btg Btg M2 M' M' M' M' M' M' M' M' Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr M² M² Kg Roll

2

1 E. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

BESI BESI / ALL ALLUM UMIN INIU IUM M B Beesi Beton Polos Besi Beton Ulir Besi Profil WF/INP Besi Siku Besi CNP Besi Plat Strip Besi Plat Polos Kawat Besi Beton Kawat Licin / seng polos Kawat Duri Kawat Nyamuk Kawat Kasa Ka K awat Harmonika # 1" Kawat Burung Pagar Kawat BRC 120 polos Pintu Besi Pintu Gulung Besi Pintu Lipat Besi

20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51

Pintu Rolling Door Jerajak Besi Bermotif Je Jerajak Besi Strip Ra Rangka Baja Ringan Kosen Pintu Alluminium ( 80 x 210 ) Coklat Kosen Pintu Alluminium ( 80 x 210 ) putih Kosen Jendela Alluminium ( 120 x 60 ) coklat Kosen Jendela Alluminium ( 120 x 60 ) putih Pintu Alluminium ( 80 x 210 ) Coklat Pintu Alluminium ( 80 x 210 ) putih Jendela Alluminium + Kaca 5 mm ( 120 x 60 ) coklat Jendela Alluminium + Kaca 5 mm ( 120 x 60 ) putih Kosen Pintu / Jendela Alluminium Coklat Kosen Pintu / Jendela Alluminium putih Daun Jendela Alluminium coklat Daun Jendela Alluminium putih Profil Alluminium T Vention Blinds Verticals Blinds Bingkai Naco Niki hitam Bingkai Naco Niki putih Paku Beton 0,5 - 2" Paku Beton 2" - 5" Paku Biasa 0,5 - 2" Paku Biasa 2 - 5" Sekrup macam Ukuran Sekrup 0,5 - 2" Sekrup fisher Bout Ø 5/8" - 8" Bout Angker Ø 3/4" - 10" Bout Ramset / Dina bolt Rangka Atap Twin light

4

3

@Rp. -"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-

15,000.00 15,000.00 23,500.00 11,990.00 13,090.00 11,880.00 13,630.00 22,000.00 16,140.00 8,500.00 18,200.00 13,920.00 30,400.00 12,710.00 235,950.00 590,000.00 500,000.00 940,000.00 465,850.00 347,270.00 336,420.00 186,230.00 405,350.00 371,470.00 287,380.00 248,050.00 711,480.00 609,840.00 304,920.00 261,360.00 78,650.00 66,550.00 54,450.00 48,400.00 8,470.00 163,350.00 175,450.00 201,660.00 168,060.00 310.00 530.00 18,000.00 14,520.00 25,650.00

420.00 25,650.00 19,970.00 45,380.00

720.00 302,500.00

Kg Kg Kg Kg Kg Kg Kg Kg Kg M' M2 M2 M2 M2 Lbr M2 M2 M2 M2 M2 M2 M2 Bh Bh Bh Bh Bh Bh Bh Bh M' M' M' M' M' M2 M2 M2 M2 Bh Bh Kg Kg Kg Bh Bh Bh Bh Bh M²

1 F. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54

2 PENUTUP LANTAI DAN DINDING Ubin granito 30 x 30 cm Ubin granito 40 x 40 cm Ubin granito 60 x 60 cm Ubin Mosaik 30 x 30 cm Ubin Marmer Ex.DN Ubin teralux marmer 30 x 30 cm Ubin teralux marmer 40 x 40 cm Ubin teralux marmer 60 x 60 cm Ubin keramik 10 x 20 cm Ubin keramik 15 x 15 cm Ubin keramik 20 x 20 cm Ubin keramik 20 x 25 cm Ubin keramik 25 x 25 cm Ubin keramik 30 x 30 cm Ubin keramik 30 x 30 cm anti slip Ubin keramik 40 x 40 cm Ubin keramik artistik 5 x 20 cm Ubin keramik artistik 10 x 10 cm Ubin keramik artistik 10 x 20 cm Ubin keramik Essenza 30 x 30 cm Ubin keramik Essenza 40 x 40 cm Porselin 11 x 11 cm putih Porselin 11 x 11 cm, warna Porselin 15 x 15 cm, putih Porselin 15 x 15 cm, warna Plint ubin teralux marmer 10 x 30 cm Plint ubin teralux marmer 10 x 40 cm Plint ubin teralux marmer 10 x 60 cm Plint ubin granito 10 x 30 cm Plint ubin granito 10 x 40 cm Plint ubin granito 10 x 60 cm Plint ubin keramik 10 x 30 cm Plint ubin keramik 10 x 40 cm Plint ubin keramik 10 x 60 cm Plint ubin keramik 15 x 30 cm Plint ubin keramik 15 x 40 cm Plint ubin keramik 15 x 60 cm Batu Lapis Dinding 7x3x24 Batu tempel hitam Batu Poros Carpet Carpet 80 % wool, 20 % nylon Feltex carpet 100 % wool-T-21 Underlyer tebal 6 mm / rubber corrugated Vynil asbes 30 x 30 cm Vynil karet 30 x 30 cm KL I Vynil karet 30 x 30 cm KL II Vynil motif kembang ex DN 30 x 30 cm Vynil wall covering lebar 50 cm Perquet Jati Gymfloor Paku Pancing 60 - 230 Sekrup 3,5" Sekrup 3,5"

4

3

@Rp. -"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-

26,260.00 46,700.00 104,670.00 14,500.00 261,970.00 29,700.00 49,200.00 112,000.00 900.00 1,400.00 2,200.00 2,500.00 3,870.00 5,500.00 6,290.00 9,900.00 1,100.00 1,300.00 1,850.00 21,180.00 57,700.00 1,100.00 1,200.00 2,250.00 2,900.00 17,500.00 30,500.00 66,800.00 2,400.00 62,800.00 157,180.00 2,400.00 4,200.00 8,110.00 3,400.00 7,740.00 11,620.00

2,040.00 104,500.00 114,680.00 90,750.00 87,450.00 85,250.00 104,500.00 8,230.00 9,800.00 9,080.00 9,440.00

63,250.00 368,500.00 79,750.00 720.00 410.00 20,350.00

Bh Bh Bh Bh M2 Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M2 M2 M2 M2 M2 M2 Bh Bh Bh Bh M2 M2 M2 Bh Kg Kg

1 G. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52

2 PENUTUP ATAP Atap Genteng Palentong Atap Genteng Palentong super Atap Genteng Kodok Atap Genteng Beton Atap Genteng Keramik Atap Genteng Aspal Atap Sirap Atap Genteng Metal/Multi Roof 35 Atap Genteng Asbes Cement 0,35 Atap Aluminium gelombang tebal 0,55 Atap Seng Alumi Zinc warna 0,35 Atap Twin Light Atap Seng gelombang 3' x 6' bjls 35 Atap Seng Super Deck 3' x 6' tbl.0,30 Roof light fibreglass gelombang 180 x 90 cm Atap Asbes gelombang 1,8 x 1,05 tbl.4 mm Atap Asbes gelombang 2,1 x 1,05 tbl.4 mm Atap Asbes gelombang 2,4 x 1,05 tbl.4 mm Atap Asbes gelombang 2,7 x 1,05 tbl.4 mm Atap Asbes gelombang 1,8 x 0,92 tbl.5 mm Atap Asbes gelombang 2,1 x 0,92 tbl.5 mm Atap Asbes gelombang 2,4 x 0,92 tbl.5 mm Atap Asbes gelombang 2,7 x 0,92 tbl.5 mm Atap Asbes gelombang 1,8 x 1,08 tbl.6 mm Atap Asbes gelombang 2,1 x 1,08 tbl.6 mm Atap Asbes gelombang 2,4 x 1,08 tbl.6 mm Atap Asbes gelombang 2,7 x 1,08 tbl.6 mm Genteng bubung palentong Genteng bubung palentong super Genteng bubung kodok Nok genteng Beton Nok genteng Keramik Nok genteng Aspal Nok genteng Metal/Multi Roof (Decra bond) Nok genteng Asbes gelomang Cement 0,35 Nok Alluminium standard 40 cm 18 swg 22 Bubung/Nok Stel Gelombang 0,92 m' tbl.5 mm Bubung/Nok Stel Gelombang 1,05 m' tbl.4 mm Bubung/Nok Stel Gelombang 1,08 m' tbl.6 mm Bubung/Nok Paten 0,92 m' tbl.5 mm Bubung/Nok Paten 1,05 m' tbl.4 mm Bubung/Nok Paten 1,08 m' tbl.6 mm Bubung/Nok Stel Rata 0,92 m' tbl.5 mm Bubung/Nok Stel Rata 1,05 m' tbl.4 mm Bubung/Nok Stel Rata 1,08 m' tbl.6 mm Seng plat 3" x 6" bjls 35 Seng plat 3" x 6" bjls 30 Plastic aerator Sisalation / aluminium foil Paku Seng + Ring karet Paku Seng + Ring karet Paku hak panjang 15 cm

3

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4 1,670.00 3,980.00 2,170.00 5,970.00

10,400.00 11,320.00 1,030.00 73,100.00 66,790.00 98,180.00 62,040.00 74,250.00 73,890.00 68,750.00 46,390.00 28,840.00 93,170.00 108,130.00 113,300.00 70,950.00 88,770.00 97,020.00 106,810.00 103,620.00 120,450.00 128,370.00 155,430.00 9,350.00 12,740.00 9,560.00 8,410.00 16,220.00 29,350.00 41,140.00 33,770.00 47,890.00 19,590.00 25,990.00 28,510.00 36,810.00 30,950.00 42,960.00 36,080.00 30,250.00 40,600.00

115,500.00 103,950.00 27,500.00 77,200.00

20,350.00 510.00 30,530.00

Bh Bh Bh Bh Bh Lbr Bh Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Bh Bh Bh Bh Bh Bh Bh Lbr M2 Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Lbr Bh M2 Kg Bh Kg

1

3

2

4

H. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33

KUNCI DAN KACA Kunci tanam antik Kunci tanam biasa Kunci tanam kamar mandi Kunci silinder Kunci selot Kunci lemari Engsel pintu 4" Engsel jendela 3" Engsel angin Kait angin Rel pintu dorong Sealent Spring knip Door closer Door handle Door stop Espanyolet Kaca Block 20 x 20 cm Kaca Polos tbl. 3 mm Kaca Polos tbl. 5 mm Kaca Polos tbl. 8 mm Kaca Reyben tbl. 5 mm Kaca Reyben tbl. 8 mm Kaca buram tbl.3 mm Kaca buram tbl.5 mm Kaca buram tbl.8 mm Kaca cermin tebal 5 mm Kaca cermin tebal 6 mm Kaca cermin tebal 8 mm Kaca patri Kaca wireglass Kaca Reyben Naco 30 x 60 cm tbl.5 mm Kaca Bening Naco 30 x 60 cm tbl.5 mm

@Rp. -"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-

214,500.00

I. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 20 22

CAT / MINYAK Cat Dasar Cat Tembok setara Vinilex Cat Minyak untuk Kayu Cat Minyak untuk Besi Cat Menie Kayu Cat Menie Besi Cat Sending Cat Melamix Cat Vernis Jadi Plamir Dempul Gypsum Dempul Cat Minyak Cat Minyak Bekisting Residu / Kolter Soda Api Sabun Kuas Ampelas/Kertas Pasir Wall paper

@Rp. -"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-

21,400.00

57,800.00 35,300.00 34,490.00 27,230.00 12,340.00 12,020.00 11,250.00 25,050.00 19,120.00 160,330.00 39,330.00 9,080.00 109,750.00 113,010.00 38,120.00 88,450.00 26,020.00

87,120.00 145,000.00

232,000.00 176,900.00

308,980.00 72,600.00 111,320.00

193,600.00 161,700.00 194,040.00 258,720.00 169,400.00 151,250.00 13,590.00 10,730.00

21,400.00 48,600.00 48,060.00 22,830.00 22,830.00 54,450.00 45,000.00 37,850.00 23,230.00 7,700.00 17,000.00 17,000.00 6,290.00 25,230.00 12,100.00 10,290.00 15,000.00 3,800.00 30,610.00

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Kg Bh Bh Bh Bh Bh Bh M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 Lbr Lbr Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Ltr Ltr Kg Kg Bh Lbr M2

1 J. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60

3

2 SANITASI / PIPA Kloset duduk / monoblok Lengkap tangki Kloset duduk / monoblok tanpa tangki Kloset jongkok porselin Bakkif Porselen Wastafel Urinoir Kran air Ø 1/2" - 3/4" Kran air leher angsa Ø 1/2" Kran Shower Kran Cebok Bak fibreglass 0,3 M3 Bak fibreglass 1 M3 Bak cuci piring steinless 2 Lobang Bak cuci piring teraso 2 Lobang Tempat sabun keramik Floor Drain Ø 4" steinlees Stop Kran Ø 3/4" Tutup Bak air Ø 1" Kuningan Instalasi air Bersih Instalasi air Kotor/Limbah Buis Beton 1/2 Ø 15 cm Buis Beton 1/2 Ø 20 cm Buis Beton 1/2 Ø 30 cm Buis Beton Ø 15 cm Buis Beton Ø 20 cm Buis Beton Ø 30 cm Buis Beton Ø 40 cm Buis Beton Ø 50 cm Buis Beton Ø 60 cm Buis Beton Ø 80 cm Buis Beton Ø 100 cm Bodem 30 X 60 cm Pipa PVC Tipe AW Ø 1/2" Pipa PVC Tipe AW Ø 3/4" Pipa PVC Tipe AW Ø 1" Pipa PVC Tipe AW Ø 11/2" Pipa PVC Tipe AW Ø 2" Pipa PVC Tipe AW Ø 21/2" Pipa PVC Tipe AW Ø 3" Pipa PVC Tipe AW Ø 4" Pipa Besi Hitam Ø 1/2" Pipa Besi Hitam Ø 3/4" Pipa Besi Hitam Ø 1" Pipa Besi Hitam Ø 11/2" Pipa Besi Hitam Ø 2" Pipa Besi Hitam Ø 21/2" Pipa Galvanis Ø 1/2" Pipa Galvanis Ø 3/4" Pipa Galvanis Ø 1" Pipa Galvanis Ø 11/4" Pipa Galvanis Ø 11/2" Pipa Galvanis Ø 2" Pipa Galvanis Ø 21/2" Fitting Pipa AW Ø 1" yang terdiri dari : Fitting Knee AW 1" Fitting Tee AW 1" Fitting Socht AW 1" Bocht LL-D 1" Union Socht 1" D-Nipple 1"

@Rp. -"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-

4

52,440.00

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Ttk Ttk M' M' M' M' M' M' M' M' M' M' M' Bh M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M' M'

5,230.00 7,150.00 4,680.00 24,750.00 7,430.00 18,150.00

Bh Bh Bh Bh Bh Bh

2,197,200.00 1,391,500.00 159,300.00

3,025,000.00 510,640.00 557,480.00 15,000.00 77,200.00 92,570.00 72,240.00 181,500.00 522,720.00 466,700.00 282,250.00 56,270.00

15,000.00 27,500.00 12,500.00 100,000.00 125,000.00 11,250.00 17,790.00 20,090.00 19,240.00 27,350.00 56,270.00 63,400.00 95,950.00 136,000.00 201,100.00 345,820.00 25,300.00 5,540.00 7,440.00 13,620.00 19,670.00 23,190.00 26,620.00 29,840.00 49,920.00 14,770.00 20,140.00 29,520.00 37,580.00 47,600.00 50,220.00 14,770.00 20,520.00 29,520.00 33,560.00 37,580.00 47,600.00

1 K. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

3

2 LISTRIK / ACSESORIES Lampu TL 1 x 20 W Lengkap kotak Lampu TL 1 x 40 W Lengkap kotak Lampu TL 2 x 20 W Lengkap kotak Lampu TL 2 x 40 W Lengkap kotak Lampu TL Bambu 1 x 20 W Lengkap Lampu TL Bambu 1 x 40 W Lengkap Lampu XL 5 W + Fitting Lampu XL 8 W + Fitting Lampu XL10 W + Fitting Lampu XL14 W + Fitting Lampu XL18 W + Fitting Lampu XL24 W + Fitting Lampu Downlight 5 W Lengkap Lampu Pijar 5 w + Fitting Lampu Pijar 10 w + Fitting Lampu Pijar 15 w + Fitting Lampu Pijar 20 w + Fitting Lampu Pijar 25 w + Fitting Lampu Pijar 40 w + Fitting Stop Kontak Tanam Saklar Tunggal Saklar Ganda Saklar Triple Zekring box 1 grup Zekring box 2 grup Zekring box 3 grup Zekring box 4 grup MCB 2 Ampere MCB 4 Ampere MCB 6 Ampere MCB 8 Ampere Kabel Listrik NYA Ø 1,5 mm Kabel Listrik NYA Ø 2,5 mm Kabel Listrik NYA Ø 4 mm Kabel Listrik NYM 2 Ø 1,5 mm Kabel Listrik NYM 2 Ø 2,5 mm Kabel Listrik NYM 2 Ø 4 mm Instalasi listrik titik api / Lampu Nyala

@Rp. -"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"-"Medan,

4

54,450.00 60,500.00 163,350.00 183,920.00 108,900.00 123,420.00 25,410.00 27,230.00 29,040.00 33,280.00 33,880.00 38,720.00 54,450.00 8,250.00 8,800.00 9,350.00 9,900.00 10,450.00 11,550.00 10,290.00 14,520.00 15,730.00 18,150.00 26,620.00 31,350.00 38,500.00 46,200.00 35,200.00 42,900.00 67,760.00 99,220.00 1,120.00 1,930.00 8,250.00 4,020.00 9,990.00 15,970.00

101,750.00

Maret 2008

DIKETAHUI OLEH : Kepala Dinas Penataan Ruang dan

1. Ir. Jeremias Sinaga, MAP

Permukiman Prov. Sumatera Utara

2. Ir. Herimas

DIBUAT OLEH : TIM TEKNIS

(……..….…….…) (……..….…….…) (……..….…….…)

3. H. Sugiarto Bharata, ST

4. H. Ali Muhar, ST

(……..….…….…)

Ir. H. Syafruddin Siregar, MSi

5. Sakula Karo karo, ST

(……..….…….…)

Pembina Utama Muda

6. Ebenser Saragih, SE

(……..….…….…)

NIP. 400025884

(……..….…….…)

7. Sahat Hasudungan, ST

8. Ir. Tanogara Siahaan

9. Ali Fauzan, ST

10. Ir. Naimul Ahmad R. ST 11. Chandra, ST

(……..….…….…) (……..….…….…) (……..….…….…) (……..….…….…)

Set Set Set Set Set Set Set Set Set Set Set Set Set Set Set Set Set Set Set Bh Bh Bh Bh Unt Unt Unt Unt Unt Unt Unt Unt M' M' M' M' M' M' Ttk

315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! Keramik 20 x 20 0 URAIAN HARGA UPAH 2 Tukang Kayu Tukang Besi #REF! #REF! 0 BAHAN PEREKAT Portland Cement (PC) Memasang 1 buah kloset duduk Pasir Pasang #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 2,400.00 #REF! 0.00 0 0.00 SATUAN 0.00 Org/Hari ######## OH ######## OH #REF! OH #REF! OH 0.00 Bh 0.00 Bh 1,225.00 Bh 0 Bh ######## Bh #REF! Kg #REF! Bh #REF! Bh #REF! Bh #REF! M2 #REF! M2 #REF! M2 #REF! Lbr #REF! Lbr #REF! Lbr #REF! #REF! #REF! #REF!

Diketahui Oleh : KEPALA DINAS PENATAAN RUANG DAN PERMUKIMAN PROVINSI SUMATERA UTARA

Ir. KHAIRUL ANWAR, M.SI PEMBINA Tk.I NIP.19630421 198602 1 002

DAFTAR HARGA SATUAN UPAH DAN BAHAN 2013

NO 1 2 3 4 5 6 7 8 9 10

NO

JENIS TENAGA KERJA Pekerja Tukang Mandor Operator Pembantu operator Supir / Driver Pembantu supir / driver Mekanik Pembantu mekanik Kepala tukang

75,000.00 100,000.00 100,000.00 120,000.00 80,000.00 110,000.00 70,000.00 120,000.00 70,000.00 110,000.00

URAIAN / JENIS BAHAN BANGUNAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

BAHAN GALIAN, BATU DAN SEMEN Batu gunung Batu kali Batu koral Batu Pecah 15/20 cm Batu pecah 5 - 7 cm Batu pecah 3 - 5 cm Batu pecah 2 - 3 cm Batu kelapa / belah Batu bata cetak mesin Batu Terawang roster Batako Conblock tbl 6 cm mutu K-125 Conblock tbl 8 cm mutu K-175 Kerikil beton 2-3 cm Material pilihan Pasir pasang Pasir urug Semen portland (PC) Semen Mortar Semen warna 40 kg Sirtu /pasir batu Tanah timbun Urugan Humus Urugan porus

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

BAHAN KAYU Gedek/ tepas bambu Gedek/ tepas kelapa sawit Ijuk Kayu kelas I Kayu kelas II Kayu kelas III Kayu dolken/bulat Ø 3" - 4" Kayu Profil (List) Kayu setara dolken Triplek 4 mm Triplek 6 mm Triplek 9 mm Triplek Sungkai 3 mm Plywood 120 x 240 tbl. 4 mm Plywood 120 x 240 tbl. 6 mm

HARGA (Rp)

(Rp. 5000,- \M')

HARGA (Rp)

Satuan Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh

Satuan

158,230.00 153,230.00 168,320.00 225,000.00 228,000.00 232,000.00 240,000.00 168,520.00 875.00 8,170.00 350.00 2,000.00 2,300.00 210,900.00 218,000.00 106,050.00 83,380.00 1,362.00 4,400.00 144,480.00 119,700.00 83,850.00 150,000.00 86,100.00

m3 m3 m3 m3 m3 m3 m3 m3 Bh Bh Bh Bh Bh m3 m3 m3 m3 Kg Kg Zak m3 m3 m3 m3

31,500.00 31,500.00 31,500.00 9,236,430.00 6,818,590.00 3,633,730.00 20,000.00 21,000.00 21,000.00 70,350.00 105,000.00 129,150.00 100,000.00 75,800.00 103,600.00

Lbr Lbr m2 m3 m3 m3 Btg Btg Btg Lbr Lbr Lbr Lbr Lbr Lbr

Daftar Harga Satuan Upah dan Bahan 2013

10

NO


HARGA (Rp)

Satuan

16 17 18

Plywood 120 x 240 tbl. 9 mm Plywood 120 x 240 tbl. 12 mm Plywood 120 x 240 tbl. 18 mm

142,800.00 188,400.00 253,700.00

Lbr Lbr Lbr

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47

BAHAN BESI, KACA, ALUMINIUM Aluminium Foil Besi beton polos Besi beton ulir Besi profil Besi baja IWF Besi plat strip Frame Aluminium Hollow Jerjak besi Jerjak besi bermotif Jendela Besi Jendela nako (rangka + Kaca 5 mm) Kawat licin / Bronjong Kawat beton Kawat las Kawat Nyamuk Kawat jaring galvanis/BRC Kaca jendela naco + rangka Kaca block/glass block Kaca Polos tbl. 3 mm Kaca Polos tbl. 5 mm Kaca Polos tbl. 8 mm Kaca buram/rayban tbl.5 mm Kaca cermin tebal 5 mm Kaca cermin tebal 8 mm Kaca patri Pintu gulung besi Pintu besi Pintu besi lipat harmonika Pagar besi strip Pagar BRC 120 polos Pintu KM/ WC PVC Pintu alluminium Profil alluminium Plat Baja Paku Biasa Paku Skrup Paku Skrup Paku Beton Paku Ramset Paku Seng Paku hak panjang 15 cm Rolling Door Aluminium Sunscreen Aluminium Sealant Sekrup Fixer Verticals Blinds Venetion Blinds

37,000.00 15,300.00 17,000.00 23,500.00 23,500.00 20,000.00 55,000.00 353,240.00 380,000.00 353,240.00 192,500.00 16,940.00 23,100.00 9,450.00 19,600.00 320,000.00 126,000.00 25,000.00 90,000.00 120,000.00 250,000.00 125,000.00 160,000.00 258,720.00 169,400.00 525,000.00 619,500.00 987,000.00 315,000.00 500,000.00 391,650.00 875,000.00 28,600.00 24,670.00 18,900.00 26,250.00 500.00 105.00 3,040.00 42,380.00 30,530.00 665,500.00 600,000.00 39,300.00 1,250.00 185,000.00 175,000.00

M2 Kg Kg Kg Kg Kg M' m2 m2 m2 m2 Kg Kg Dos M2 Lbr m2 Bh M2 M2 M2 M2 M2 M2 M2 m2 m2 m2 m2 m2 Set Set M' Kg Kg Kg Bh Bh Bh Kg Kg M2 M2 tube bh M2 M2

1 2 3 4 5 6 7 8

BAHAN PENUTUP LANTAI DAN DINDING Batu Templek Batu Palimanan Batu Marmo Batu Andhesit Polos Batu Andhesit Motif Batu Paras Batu Kacang Lokal (1 Zak = 40 kg)

157,500.00 170,000.00 180,000.00 220,000.00 255,000.00 210,000.00 80,000.00

m2 m2 m2 m2 m2 m2 Zak


11

NO


HARGA (Rp)

Satuan

9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 38 39 40 41 42 43 44

Batu Kacang Hitam (1 Zak = 20 kg) Batu Kacang Warna (1 Zak = 20 kg) Batu Kacang Putih Salju, Maron (1 Zak = 20 kg) Keramik standart 10 x 20 cm Keramik standart 20 x 20 cm Keramik standart 20 x 25 cm Keramik standart 30 x 30 cm Keramik standart 40 x 40 cm Keramik standart 60 x 60 cm Keramik 40 x 40 cm setara granito Keramik 60 x 60 cm setara granito Keramik 40 x 40 cm setara Esenza Keramik 30 x 30 cm anti slip (KM) Granit 40 x 40 cm setara Indogress Granit 60 x 60 cm setara Indogress Geotextille non woven Gebalan rumput Keramik siku (bon bon) Karpet wool Karpet wool + nylon Kanstin 15 x 30 x 45 cm Kanstin 15 x 30 x 60 cm Lantai Kayu Sintetis (gym floor) Porselin polos 30 x 30 cm Plint Keramik 10 x 30 cm Plint Keramik 10 x 40 cm Plint Keramik 10 x 60 cm Plint Granito 10 x 40 cm Plint Granito 10 x 60 cm Parquet kayu solid Ubin PC abu-abu 40 x 40 Vynil asbes 30 x 30 cm Vynil karet 30 x 30 cm KL I Vynil karet 30 x 30 cm KL II Vynil motif kembang ex DN 30 x 30 cm Vynil wall covering lebar 50 cm Wallpaper

120,000.00 85,000.00 165,000.00 1,150.00 2,400.00 3,750.00 6,360.00 12,500.00 50,000.00 54,070.00 89,600.00 67,200.00 7,800.00 42,500.00 81,700.00 52,500.00 21,000.00 9,890.00 65,000.00 50,000.00 26,250.00 66,400.00 210,000.00 9,450.00 2,120.00 3,125.00 8,333.00 18,400.00 22,600.00 315,500.00 8,600.00 8,230.00 9,800.00 9,080.00 9,440.00 63,250.00 75,000.00

Zak Zak Zak Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh m2 m2 m' m2 m2 Bh Bh m2 Bh Bh Bh Bh Bh Bh m2 m2 Bh Bh Bh Bh M2 M'

1 2 3 4 5 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21

BAHAN ATAP Atap asbes gelombang Atap Zincalum Gelombang tbl 0.35 mm Atap Super Dex Atap plastik gelbang fiber Atap genteng metal tbl 0,35 mm Atap Polycarbonate Atap Genteng Aspal Atap Aluminium gelombang tebal 0,55 Atap Sirap Genteng keramik Genteng Beton warna Rabung genteng metal tbl 0,35 Rabung zinzcalum tbl 0,35 Rabung seng lbr 30 cm Rabung genteng keramik Rabung Genteng Beton Rabung Alluminium standard 40 cm 18 swg 22 Rangka atap zincalum Rangka atap baja ringan atap seng Rangka atap baja ringan atap genteng metal Rangka atap baja ringan genteng keramik/beton Rangka atap Polycarbonate

35,280.00 13,650.00 21,000.00 63,000.00 86,000.00 250,000.00 11,320.00 98,180.00 1,030.00 15,000.00 8,070.00 43,050.00 21,000.00 23,940.00 16,800.00 8,400.00 47,890.00 227,010.00 190,000.00 220,000.00 275,000.00 450,000.00

Lbr Kaki Kaki Lbr m2 m2 Bh Lbr Bh Kpg Kpg m' m' Lbr Kpg Kpg M2 m2 m2 m2 m2 m2


12

NO


22 23 24 25 26 27 28 29 30

Rabung asbes panjang 0,5m Roof light fibreglass Seng gelombang 7 kaki BJLS 20 Seng gelombang 7 kaki BJLS 35 Seng plat BJLS 35 Talang kantong seng bjls Lisplank GRC List profil gypsum Motif/Ornamen Lisplank (bunga) 14 x 40 cm

1 2 3 4 5 6 7 8 9 10 11 12 13 14

BAHAN PLAFOND/LANGIT-LANGIT Akustik 30 x 30 cm Akustik 30 x 60 cm Akustik 60 x 120 cm Asbes Dempul Gypsum Gypsum 120 x 240 tbl. 9 mm Gypsum 120 x 240 tbl. 6 mm Gypsum 120 x 240 tbl. 12 mm Profil Gypsum 6" Profil Gypsum 4" Profil Gypsum 3" Profil Gypsum 2" Panel Plafond Akustik Tbl 9 mm Rangka furing plafond gypsum

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34

BAHAN SANITARI Bak air fiberglass 0,3 m3 Bak air fiberglass Bak cuci piring 2 lobang komplet Filter plastik Floor drain Floor hardener Instalasi air bersih Kloset duduk + bak air kwalitas Biasa Kloset duduk + bak air setara TOTO Kloset jongkok kwalitas Biasa Kloset jongkok setara TOTO Kran air lokal Kran air bebek lokal Kran air setara san ei Kran air bebek setara SAN EI Kran Shower Pipa PVC Tipe AW Ø 1/2" Pipa PVC Tipe AW Ø 3/4" Pipa PVC Tipe AW Ø 1" Pipa PVC Tipe AW Ø 11/2" Pipa PVC Tipe AW Ø 2" Pipa PVC Tipe AW Ø 21/2" Pipa PVC Tipe AW Ø 3" Pipa PVC Tipe AW Ø 4" Pipa PVC Tipe AW Ø 6" Pipa Galvanis 6 m Ø 1/2" Pipa galvanis 6 m 3/4" Pipa galvanis 6 m 1" Pipa galvanis 6 m 1 1/2" Pipa galvanis 6 m 2" Pipa galvanis 6 m 2 1/2" Pipa porous Riol uk. 1/2 Ø 150 mm panjang 1m Riol uk. 1/2 Ø 200 mm panjang 1m

HARGA (Rp)

Satuan

11,550.00 46,390.00 56,510.00 76,650.00 76,650.00 152,250.00 50,000.00 13,450.00 9,240.00

Lbr Lbr Lbr Lbr lbr m' m' m' Bh

8,540.00 17,070.00 68,290.00 17,640.00 8,700.00 71,500.00 62,000.00 93,000.00 12,000.00 10,000.00 7,000.00 5,000.00 33,600.00 79,800.00

Lbr Lbr Lbr Kpg Kg Lbr Lbr Lbr M' M' M' M' Lbr m2

186,000.00 438,370.00 816,900.00 15,750.00 21,180.00 4,090.00 70,000.00 1,650,000.00 2,500,000.00 167,790.00 250,000.00 15,000.00 40,000.00 117,600.00 147,000.00 150,000.00 4,480.00 5,740.00 8,960.00 10,500.00 11,760.00 14,000.00 18,060.00 25,480.00 37,240.00 12,700.00 16,800.00 21,000.00 31,500.00 43,050.00 52,500.00 17,850.00 25,200.00 47,250.00

Bh Bh Unt m2 Bh Kg Ttk Bh Bh Bh Bh Bh Bh Bh Bh Bh m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' m' Bh Bh


13

NO


35 36 37 38 39 40 41 42 43 44 45 46 47 48 49

Riol uk. 1/2 Ø 300 mm panjang 1m Riol uk. Ø 150 mm panjang 1m Riol uk. Ø 200 mm panjang 1m Riol uk. Ø 300 mm panjang 1m Riol uk. Ø 400 mm panjang 1m Riol uk. Ø 500 mm panjang 1m Riol uk. Ø 600 mm panjang 1m Riol uk. Ø 800 mm panjang 1m Riol uk. Ø 1000 mm panjang 1m Stop Kran 3/4" Septictank kap. 3 M³ Tempat sabun keramik 10 x 20 cm Urinoir Wastafel biasa Wastafel setara TOTO

1 2 3 4 5 6 7 8 9 10 11 12

BAHAN CAT Cat Minyak Cat tembok setara paragon Cat tembok setara vinilex Cat Vernish Cat meni besi Cat meni kayu Cat dasar Filler Kuas Plamir Residu/colter Soda Api

HARGA (Rp)

Satuan

48,510.00 44,100.00 49,350.00 74,550.00 105,000.00 141,750.00 183,750.00 273,000.00 498,750.00 25,000.00 3,832,500.00 38,850.00 840,000.00 525,000.00 1,000,000.00

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh unt Bh Bh Bh Bh

52,500.00 19,060.00 24,850.00 56,500.00 35,280.00 35,280.00 38,850.00 22,050.00 15,750.00 8,080.00 7,700.00 15,000.00

Kg Kg Kg Kg Kg Kg Kg Kg Bh Kg Ltr Kg

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

BAHAN KUNCI DAN ALAT PENGGANTUNG Door closer Door holder Door stop Engsel Pintu nylon 4 " Engsel jendela nylon 3 " Grendel besar 4" Grendel besar 3" Hak angin biasa Handle jendela biasa Kunci tanam biasa 4" Kunci tanam antik 6" Kunci lock besar uk. 4 " Kunci silinder Kunci selot Kait angin Rel pintu dorong

210,000.00 105,000.00 38,120.00 14,120.00 8,400.00 25,000.00 20,000.00 7,030.00 5,250.00 65,000.00 165,000.00 57,000.00 36,000.00 27,230.00 19,120.00 160,330.00

Bh Bh Bh Psg Psg Bh Bh Psg Bh Bh Bh Bh Bh Bh Bh Bh

1 2 3 4 5 6 7 8 9 10 11 12

BAHAN LISTRIK/ELECTRCAL Bok sekering 1 group Bok sekering 2 group Instalasi titik nyala Instalasi stop kontak Lampu XL 18 watt komplet Lampu XL 10 watt komplet Lampu XL 24 watt komplet Lampu TL 1 x 20 watt komplet Lampu TL 1 x 40 watt komplet Lampu TL 2 x 20 watt komplet Lampu TL 2 x 40 watt komplet Lampu Pijar 40 watt + fitting

40,000.00 50,000.00 108,500.00 108,500.00 32,000.00 29,000.00 38,000.00 80,000.00 120,000.00 160,000.00 240,000.00 35,000.00

Set Set Ttk Ttk set set set set set set set set


14

NO


13 14 15 16 17 18 19 20

MCB 2A MCB 4A MCB 6A MCB 8A Saklar seri tanam Saklar tunggal tanam Saklar tripel tanam Stop Kontak

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

BAHAN MINYAK DAN PENDUKUNG LAINNYA Amplas Bensin Dempul Lem vinyl Lem kayu Lem Kuning Hot roll sheet Kipas angin Stainlesteal Lengkap Minyak pelumas / silinder Minyak gemuk Minyak solar Minyak lampu / tanah Kerosene Minyak bekisting Minyak gerdang Minyak cat Oxygen las Plastic aerator Sabun

HARGA (Rp)

Satuan

35,000.00 42,000.00 65,000.00 90,000.00 16,000.00 12,500.00 19,000.00 15,000.00

Bh Bh Bh Bh Bh Bh Bh Bh

3,000.00 4,500.00 8,190.00 25,000.00 15,750.00 21,000.00 933,450.00 1,050,000.00 40,900.00 21,100.00 4,500.00 8,820.00 8,820.00 26,250.00 28,350.00 12,700.00 10,500.00 27,500.00 10,290.00

Lbr Ltr Kg Kg Kg Kg Ton Bh Ltr Ltr Ltr Ltr Ltr Kg Ltr Ltr Kg Bh Kg

Diketahui Oleh : KEPALA DINAS PENATAAN RUANG DAN PERMUKIMAN PROVINSI SUMATERA UTARA

Ir. EDDY SAPUTRA SALIM, M.Si PEMBINA TK. I NIP. 19570605 198703 1 012


15

REKAPITULASI ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN PERSIAPAN PA 6.1 1 M' Pagar Sementara dari kayu tinggi 2 meter PA 6.2 1 M' Pagar sementara dari seng gelombang tinggi 2 meter PA 6.4 1 M' Pengukuran dan Pemasangan bouplank PA 6.8 1 M² Membersihkan lapangan dan perataan PA 6.12 1 M² Pembuatan jalan sementara PA 6.13 1 M³ Bongkaran beton betulang PA 6.14 1 M³ Bongkaran dinding tembok bata merah PA 6.15 1 M' Pasangan pagar kawat jaring galvanis, tinggi 1.00 m

Rp Rp Rp Rp Rp Rp Rp Rp

260,987.75 245,038.42 101,796.70 14,375.00 155,630.08 613,323.75 460,000.00 168,900.50

PEKERJAAN TANAH PT 6.1 1 m³ PT 6.2 1 m³ PT 6.3 1 m³ PT 6.4 1 m³ PT 6.5 1 m³ PT 6.6 1 m³ PT 6.7 1 m² PT 6.8 1 m³ PT 6.9 1 m³ PT 6.10 1 m³ PT 6.11 1 m³ PT 6.12 1 m³ PT 6.13 1 m³ PT 6.14 1 m³ PT 6.15 1 m³

Galian tanah biasa sedalam 1 meter Galian tanah biasa sedalam 2 meter Galian tanah biasa sedalam 3 meter Galian tanah keras sedalam 1 meter Galian tanah cadas sedalam 1 meter Galian tanah lumpur sedalam 1 meter Pekerjaan stripping setinggi 1 meter Pembuangan tanah sejauh 15 meter Urugan kembali (1/3 dari koefisien galian) Pemadatan tanah Urugan pasir Pasang lapisan pudel campuran 1:3:7 stabilisasi tanah Pasang lapisan pudel campuran 1:5 stabilisasi tanah Lapisan ijuk tebal 10 cm untuk bidang resapan Urug sirtu padat untuk peninggian lantai bangunan

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

67,562.50 82,800.00 98,267.50 89,930.00 136,275.00 108,675.00 4,887.50 29,612.50 22,520.83 48,875.00 142,089.40 268,943.88 248,159.88 232,012.50 189,623.50

PEKERJAAN PONDASI PP 6.1 1 M³ PP 6.2 1 M³ PP 6.3 1 M³ PP 6.4 1 M³ PP 6.5 1 M³ PP 6.6 1 M³

Pasang pondasi batu belah 1 Pc : 3 Pp Pasang pondasi batu belah 1 Pc : 4 Pp Pasang pondasi batu belah 1 Pc : 5 Pp Pasang pondasi batu kosong Pasang pondasi siklop 40 % batu kali Pasang pondasi sumuran diameter 100 Cm

Rp Rp Rp Rp Rp Rp

919,779.49 862,962.30 823,599.18 460,809.60 2,175,646.82 889,483.03

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

299,495.65 284,312.72 274,532.31 248,674.37 145,118.27 138,188.53 134,059.12 131,452.37 129,810.03 113,025.93 114,239.24 348,060.84 343,727.81

Rp Rp Rp Rp Rp Rp Rp Rp Rp

72,982.74 65,200.50 61,732.07 59,448.19 58,038.09 59,045.34 55,576.05 87,204.65 69,470.08

PEKERJAAN DINDING PD 6.1. 1 M² PD 6.2 1M² PD 6.3 1 m² PD 6.6 1 m² PD 6.7 1 m² PD 6.8 1 m² PD 6.9 1 m² PD 6.10 1 m² PD 6.11 1 m² PD 6.14 1 m² PD 6.15 1 m² PD 6.22 1 m² PD 6.23 1 m²

Pasang bata merah tebal 1 bata, 1 Pc : 2 Pp Pasang bata merah tebal 1 bata, 1Pc : 3 Pp Pasang bata merah tebal 1 bata, 1Pc : 4 Pp Pasang bata merah tebal 1 bata, 1Pc : 3 Kp : 10 Pp P asang bata merah tebal 1/2 bata, 1Pc : 2 Pp Pasang bata merah tebal 1/2 bata, 1Pc : 3 Pp Pasang bata merah tebal 1/2 bata, 1Pc : 4 Pp Pasang bata merah tebal 1/2 bata, 1Pc : 5 Pp Pasang bata merah tebal 1/2 bata, 1Pc : 6 Pp Pasang bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 1 Pp Pasang bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 2 Pp Pasang terawang (roster) 12 x 11 x 24 cm, 1 Pc : 3 Pp Pasang terawang (roster) 12 x 11 x 24 cm, 1 Pc : 4 Pp

PEKERJAAN PLESTERAN PL 6.1 1 M² Plesteran 1 Pc : 1 Pp, tebal 15 mm PL 6.2 1 M² Plesteran 1 Pc : 2 Pp, tebal 15 mm PL 6.3 1 M² Plesteran 1 Pc : 3 Pp, tebal 15 mm PL 6.4 1 M² Plesteran 1 Pc : 4 Pp, tebal 15 mm PL 6.5 1 M² Plesteran 1 Pc : 5 Pp, tebal 15 mm PL 6.9 1 M² Plesteran 1 Pc : 3 Pp, tebal 15 mm PL 6.10 1 M² Plesteran 1 Pc : 8 Pp, tebal 15 mm PL 6.13 1 M² Plesteran 1 Pc : 2 Pp, t ebal 20 mm PL 6.14 1 M² Plesteran 1 Pc : 3 Pp, tebal 20 mm

Rekapitulasi Analisa Biaya Kanstruksi 2013

16

REKAPITULASI ANALISA HARGA SATUAN PEKERJAAN 2013 PL PL PL PL PL PL PL PL PL

6.15 6.16 6.19 6.20 6.23 6.24 6.25 6.26 6.27

1 M² 1 M² 1 M² 1 M² 1 M² 1 M² 1 M² 1 M² 1 M²

Plesteran 1 Pc : 4 Pp, tebal 20 mm P lesteran 1 Pc : 5 Pp, tebal 20 cm Berapen 1 Pc : 5 Pp, tebal 15 mm P lesteran skoning 1 Pc : 2 Pp, t ebal 10 mm P lesteran Ciprat 1 Pc : 2 Pp Finishing siar pasangan dinding bata merah (= 20 m') Finishing siar psngn dinding conblock ekspose(=8 m') finishing siar pasangan batu kali adukan 1 Pc : 2 Pp Acian

PEKERJAAN KAYU PK 6.1 1 M³ Pasang kusen pintu dan jendela kayu kelas I PK 6.2 1 M³ Pasang kusen pintu dan jendela kayu kelas II PK 6.3 1 M² Pasang pintu klamp standar, kayu kelas II PK 6.4 1 M² Pasang pintu klamp sederhana, kayu kelas III PK 6.5 1 M² Pasang daun pintu panel, kayu kelas I PK 6.5.A 1 M² Pasang daun pintu panel, kayu kelas II PK 6.6 1 M² Pasang pintu dan jendela kaca, kayu kelas I PK 6.6.A 1 M² Pasang pintu dan jendela kaca, kayu kelas II PK 6.7 1 M² Pasang pintu dan jendela jalusi, kayu kelas I PK 6.7.A 1 M² Pasang pintu dan jendela jalusi, kayu kelas II PK 6.8 1 M² Buat daun pintu kayu lapis tripleks rangkap, rangka tertutup kayu kelas II PK 6.9 1 M² Buat pintu tripleks rangkap,rangka ekspose kayu kelas I PK 6.9.A 1 M² Buat pintu tripleks rangkap,rangka ekspose kayu kelas II PK 6.10 1 M² Pasang jalusi kusen, kayu kelas I PK 6.10.A 1 M² Pasang jalusi kusen, kayu kelas II PK 6.13 1 M³ Pasang kontruksi kuda2 konvensional kayu kelas II PK 6.14 1 M³ Pasang kontruksi kuda2 ekspose kayu kelas I PK 6.15 1 M³ Pasang kontruksi gordeng kayu kelas II PK 6.16 1 M² Pasang rangka atap genteng keramik, kayu kelas II PK 6.17 1 M² Pasang rangka atap genteng beton kayu kelas II PK 6.18 1 M² Pasang rangka atap sirap, kayu kelas II PK 6.19 1 M² Pasang rangka langit2 uk. 50 x 100 cm, kayu kelas II PK 6.19.A 1 M² Pasang rangka langit2 uk. 50 x 100 cm, kayu kelas III PK 6.20 1 M² Pasang rangka langit2 uk. 60 x 60 cm, kayu kelas II PK 6.20.A 1 M² Pasang rangka langit2 uk. 60 x 60 cm, kayu kelas III PK 6.21 1 M' Pasang lisplank uk. 3 x 20 cm, kayu kelas I PK 6.21.A 1 M' Pasang lisplank uk. 3 x 20 cm, kayu kelas II PK 6.22 1 M' Pasang lisplank uk. 3 x 30 cm, kayu kelas I PK 6.22.A 1 M' Pasang lisplank uk. 3 x 30 cm, kayu kelas II PK 6.23 1 M² Pasang rangka dinding pemisah 60x120 cm,kayu kelas II PK 6.23.A 1 M² Pasang rangka dinding pemisah 60x120 cm, kayu kelas III PK 6.24 1 M² Pasang dinding pemisah tripleks rangkap, rangka kayu kelas III PK 6.25 1 M² Pasang dinding pemisah tripleks rangkap, rangka kayu kelas II PK 6.26 1 M² Pasang dinding lambriziring dari papan kayu kelas I PK 6.27 1 M² Pasang dinding lambriziring dari tripleks uk. 120 x 140 cm PK 6.28 1 M² Pasang dinding bilik, rangka kayu kelas III PEKERJAAN BETON PB 6.1 1 M³ Membuat beton mutu f'c = 7.4 Mpa (K 100), slump (12 ± 2) cm, w/c = 0.87 (1PC : 3,5PB : 4KR) PB 6.2 1 M³ Membuat beton mutu f'c = 9.8 Mpa (K 125), slump (12 ± 2) cm, w/c = 0.78 (1PC : 3PB : 3,5KR) PB 6.3 1 M³ Membuat beton mutu f'c = 12.2 Mpa (K 150), slump (12 ± 2) cm, w/c = 0.72 (1PC : 2,5PB : 3,5KR) PB 6.4 1 M³ Membuat lantai kerja beton mutu f'c=7.4 Mpa (K100), slump(3-6)cm,w/c=0.87 (1PC : 3PB : 5KR)


79,494.26 77,654.78 34,785.09 60,788.60 47,863.16 28,362.56 13,534.58 58,141.33 36,255.48

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

15,054,015.20 12,304,635.45 481,031.89 334,528.33 908,882.03 797,661.39 640,319.22 573,586.83 1,163,807.50 985,854.47 619,110.26

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

7 42,491.30 671,310.09 992,186.42 825,355.46 10,992,032.35 16,395,154.40 10,175,601.35 165,407.01 193,635.97 1,324,532.45 184,961.73 128,557.86 189,943.22 130,243.02 151,619.96 121,590.39 152,657.59 122,071.91 294,118.85 191,566.36 271,285.51

Rp

397,528.00

Rp Rp Rp

366,024.89 45,356.00 69,920.00

Rp

807,972.14

Rp

852,097.50

Rp

886,525.79

Rp

736,753.25


17

REKAPITULASI ANALISA HARGA SATUAN PEKERJAAN 2013 PB

6.5

PB

6.6

PB

6.7

PB

6.8

PB

6.9

PB

6.10

PB

6.11

PB

6.12

PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB PB

6.17 6.18 6.20 6.21 6.22 6.23 6.24 6.25 6.26 6.27 6.28 6.29 6.30 6.31 6.32 6.33 6.34 6.35 6.36

1 M³ Membuat beton mutu f'c = 14.5 Mpa (K 175), slump (12 ± 2) cm, w/c = 0.66 (1PC : 2,5PB : 3KR) 1 M³ Membuat beton mutu f'c = 16.9 Mpa (K 200), slump (12 ± 2) cm, w/c = 0.61 (1PC : 1PB : 3KR) 1 M³ Membuat beton mutu f'c = 19.3 Mpa (K 225), slump (12 ± 2) cm, w/c = 0.58 (1PC : 2PB : 3KR) 1 M³ Membuat beton mutu f'c = 21.7 Mpa (K 250), slump (12 ± 2) cm, w/c = 0.56 (1PC : 2PB : 2,7KR) 1 M³ Membuat beton mutu f'c = 24.0 Mpa (K 275), slump (12 ± 2) cm, w/c = 0.53 (1PC : 1,5PB : 2,5KR) 1 M³ Membuat beton mutu f'c = 26.4 Mpa (K 300), slump (12 ± 2) cm, w/c = 0.52 (1PC : 1,5PB : 2,5KR) 1 M³ Membuat beton mutu f'c = 28.8 Mpa (K 325), slump (12 ± 2) cm, w/c = 0.49 (1PC : 1,5PB : 2KR) 1 M³ Membuat beton mutu f'c = 31.2 Mpa (K 350), slump (12 ± 2) cm, w/c = 0.48 (1PC : 1,5PB : 2KR) Pembesian 10 kg besi polos / besi ulir Pasang 10 kg kabel preetressed polos/strands Pasang 1 M² bekisting untuk pondasi Pasang 1 M² bekisting untuk sloof Pasang 1 M² bekisting untuk kolom Pasang 1 M² bekisting untuk balok Pasang 1 M² bekisting untuk plat lantai Pasang 1 M² bekisting untuk dinding Pasang 1 M² bekisting untuk tangga Pasang 1 M² jembatan untuk pengecoran beton Pasang 1 M³ pondasi beton bertulang (150kg besi + bekisting) Pasang 1 M³ sloof beton bertulang (200 kg besi + bekisting) Membuat 1 M³ kolom beton bertulang (300 kg besi + bekisting) Membuat 1 M³ balok beton bertulang (200 kg besi + bekisting) Membuat 1 M³ plat beton bertulang (150 kg besi + bekisting) Membuat 1 M³ dinding beton bertulang (150 kg besi+bekisting) Membuat 1 M³ dinding beton bertulang (200 kg besi+bekisting) Membuat 1 m' kolom praktis beton bertulang (11 x 11) cm Membuat 1 m' balok beton bertulang (10 x 15) cm

Rp

927,522.62

Rp

966,164.25

Rp

995,775.86

Rp

1,014,345.18

Rp

1,046,036.03

Rp

1,055,941.99

Rp

1,144,178.46

Rp

1,157,055.17

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

204,165.25 199,772.25 257,719.83 269,074.53 500,331.13 523,855.27 592,331.13 520,750.13 457,033.86 155,101.04 5,322,624.35 6,685,829.87 11,587,933.03 8,908,709.83 7,990,461.51 7,785,433.99 8,158,752.57 95,954.11 130,982.86

PEKERJAAN PENUTUP ATAP PPA 6.7 1 M² Pasang roof light fiberglass ( 180 x 90 ) cm PPA 6.11 1 M² Pasang atap asbes gelombang ( 1,80 x 0,92 m ) x 5 mm PPA 6.22 1 M' Pasang bubung stel gelombang 0,92 m PPA 6.30 1 M² Pasang atap genteng beton PPA 6.31 1 M² Pasang atap genteng aspal PPA 6.32 1 M² Pasang atap genteng metal / Multi Roof PPA 6.33 1 M² Pasang atap sirap PPA 6.34 1 M' Pasang nok genteng beton PPA 6.35 1 M' Pasang nok genteng aspal PPA 6.36 1 M' Pasang nok genteng metal PPA 6.37 1 M' Pasang nok sirap PPA 6.38 1 M2 Pasang atap seng gelombang PPA 6.39 1 M' Pasang atap nok seng PPA 6.40 1 M2 Pasang atap aluminium PPA 6.41 1 M2 Pasang nok aluminium PPA 6.42 1 M2 Pasang aluminium foil / sisalation

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

54,566.35 58,092.94 42,100.35 133,902.55 330,952.18 136,390.00 122,567.00 122,199.23 139,420.32 95,333.85 112,399.11 82,351.73 50,108.49 142,519.04 90,032.58 64,917.50

PEKERJAAN KUNCI DAN KACA PKK 6.1 1 buah pasang kunci tanam antik PKK 6.2 1 buah pasang kunci tanam biasa PKK 6.3 1 buah pasang kunci tanam kamar mandi PKK 6.4 1 buah pasang kunci silinder PKK 6.5 1 buah pasang engsel pintu

Rp Rp Rp Rp Rp

328,785.00 134,952.50 99,446.25 99,992.50 36,765.50


18

REKAPITULASI ANALISA HARGA SATUAN PEKERJAAN 2013 PKK PKK PKK PKK PKK PKK PKK PKK PKK PKK PKK PKK PKK PKK PKK PKK PKK PKK

6.6 6.7 6.9 6.10 6.11 6.12 6.13 6.14 6.15 6.16 6.17 6.18 6.19 6.20 6.21 6.23 6.24 6.24.A

1 buah pasang engsel jendela kupu-kupu 1 buah pasang engsel angin 1 buah pasang kait angin 1 buah pasang door closer 1 buah pasang kunci selot 1 buah pasang pegangan pintu / door holder 1 buah pasang door stop 1 buah pasang rel pintu dorong 1 buah pasang kunci lemari 1 M² pasang kaca, tebal 3 mm 1 M² pasang kaca, tebal 5 mm 1 M² pasang kaca, tebal 8 mm 1 M² pasang kaca buram, tebal 5 mm 1 M² pasang kaca cermin, tebal 5 mm 1 M² pasang kaca cermin, tebal 8 mm 1 M² pasang kaca "wireglass" , tebal 5 mm 1 M² pasang kaca patri, tebal 5 mm 1 M² pasang kaca Reyben, tebal 5 mm

PEKERJAAN PENUTUP LANTAI DAN DINDING PPL 6.1 1 M² Pasang lantai ubin abu-abu ukuran 40 x 40 cm PPL 6.9 1 M² Pasang lantai ubin granit ukuran 40 x 40 cm PPL 6.10 1 M² Pasang lantai ubin granit ukuran 30 x 30 cm PPL 6.13 1 M² Pasang lantai ubin teralux marmer ukuran 60 x 60 cm PPL 6.14 1 M² Pasang lantai ubin teralux marmer ukuran 40 x 40 cm PPL 6.15 1 M² Pasang lantai ubin teralux marmer ukuran 30 x 30 cm PPL 6.24 1 M' Pasang plint ubin granit uk. 10 x 40 cm PPL 6.25 1 M' Pasang plint ubin granit uk. 10 x 30 cm PPL 6.28 1 M' Pasang plint ubin teralux marmer uk. 10 x 60 cm PPL 6.29 1 M' Pasang plint ubin teralux marmer uk. 10 x 40 cm PPL 6.30 1 M' Pasang plint ubin teralux marmer uk 10 x 30 cm PPL 6.32 1 M² Pasang lantai keramik artistik ukuran 10 x 20 cm PPL 6.33 1 M² Pasang lantai keramik artistik uk. 5 x 20 cm PPL 6.35 1 M² Pasang lantai keramik uk. 30 x 30 cm PPL 6.36 1 M² Pasang lantai keramik uk 20 x 20 cm PPL 6.38 1 M² Pasang Lantai mozaik uk. 30 x 30 cm, 1 PC : 3 PP PPL 6.39 1 M' Pasang Plint keramik uk. 10 x 30 cm PPL 6.40 1 M' Pasang plint keramik uk. 10 x 10 cm PPL 6.41 1 M' Pasang plint keramik uk. 5 x 20 cm PPL 6.43 1 M² Pasang lantai granito uk. 60 x 60 cm PPL 6.44 1 M² Pasang lantai karpet PPL 6.45 1 M² Pasang underlayer/pelapis bawah karpet PPL 6.46 1 M² Pasang lantai parquit kayu PPL 6.47 1 M² Pasang lantai kayu (gymfloor) PPL 6.48 1 M² Pasang dinding porselen uk. 11 x 11 cm PPL 6.49 1 M² Pasang dinding porselin uk. 15 x 15 cm PPL 6.51 1 M² Pasang dinding keramik artistik uk. 10 x 20 cm PPL 6.52 1 M² Pasang dinding keramik artistik uk. 5 x 20 cm PPL 6.53 1 M² Pasang dinding keramik uk. 10 x 20 cm PPL 6.54 1 M² Pasang dinding keramik uk. 20 x 20 cm PPL 6.55 1 M² Pasang dinding marmer uk. 60 x 60 cm PPL 6.56 1 M² Pasang dinding bata pelapis uk. 3 x 7 x 24 cm PPL 6.57 1 M² Pasang dinding batu poros PPL 6.58 1 M² Pasang dinding batu tempel hitam PPL 6.59 1 M² Pasang lantai vinyl uk. 30 x 30 cm PPL 6.60 1 M² Pasang wallpaper, lebar 50 cm PPL 6.61 1 M² Pasang floor hardener PPL 6.62 1 M' Pasang plint vinyl uk. 30 x 30 cm dengan perekat PPL 6.63 1 M' Pasang plint kayu kelas II tebal 2 cm, lebar 10 cm

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

23,345.00 36,489.50 42,515.50 309,925.00 58,684.50 189,175.00 57,523.00 266,489.50 48,403.50 134,377.50 173,008.88 349,858.18 181,595.35 223,608.88 349,858.18 212,540.13 248,503.50 179,333.88

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

125,485.53 389,356.02 426,358.42 463,433.27 440,440.17 473,316.14 78,466.83 93,434.08 152,986.83 115,341.58 93,434.08 125,988.54 127,857.75 223,276.47 210,724.26 342,236.84 35,002.70 38,032.14 32,231.48 414,483.95 124,338.00 160,994.25 504,533.75 377,142.50 287,607.53 284,864.78 281,184.78 303,140.35 281,184.78 238,202.70 648,564.38 337,579.66 397,400.04 330,987.54 176,842.40 248,480.50 49,875.50 38,249.92 51,391.51


19

REKAPITULASI ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN CAT PC 6.1 1M² Mengikis/ mengerok permukaan cat tembok lama PC 6.2 1M² Mencuci bidang permukaan tembok yang pernah di cat PC 6.3 1M² Mengerok karat cat lama permukaan baja dengan cara manual PC 6.4 1M² Menyabun permukaan tembok lama PC 6.6 1M² Mendempul dan menggosok kayu PC 6.7 1M² Pengecatan bidang kayu lama PC 6.8 1M² Pengecatan bidang kayu baru 1 lps Plamir, 1 lps cat dasar, 2 lps cat minyak PC 6.9 1M² Pengecatan bidang kayu baru 1 lps Plamir, 1 lps cat dasar, 3 lps cat minyak PC 6.12 1M² Pelaburan kayu dengan Residu PC 6.13 1M² Peleburan bidang kayu dan vernis PC 6.14 1M² Pengecatan tembok baru (1 lps plamir,1 lps cat dasar, 2 lps cat penutup) PC 6.15 1M² Pengecatan tembok lama ( 1 lapis cat dasar, 2 lapis cat penutup ) PC 6.19 1M² Pemasangan wall paper PC 6.20 1M² Pengecatan permukaan baja dengan meni besi PC 6.21 1M² Pengecatan permukaan baja dengan meni besi dan perancah PC 6.23 1M² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 1 lapis cat konvensional dengan tebal 200 um. PC 6.24 1M² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 3 lapis cat konvensional dengan tebal 200 um. PC 6.25 1M² Pengecatan permukaan baja lapis seng (galbani) secara semprot (airless spray) dengan sistem 1 lapis cat konvensional dengan tebal 200 um. PEKERJAAN SANITASI PS 6.1 Memasang 1 buah kloset duduk/monoblok PS 6.2 Memasang 1 buah kloset jongkok porselen PS 6.4 Memasang 1 buah urinoir PS 6.5 Memasang 1 buah wastafel PS 6.7 Memasang 1 buah bak mandi fibreglass volume 0,30 m³ PS 6.8 Memasang 1 buah bak mandi batu bata volume 0,30 m³ PS 6.11 Memasang 1 buah bak mandi fibreglass volume 1 m³ PS 6.16. Memasang 1 buah Bak Kontrol pasangan batu bata uk.(30 x 30) cm tinggi 35 cm PS 6.17 Memasang 1 buah Bak Kontrol pasangan batu bata uk.(45 x 45) cm tinggi 50 cm PS 6.18 Memasang 1 buah Bak Kontrol pasangan batu bata uk.(60 x 60) cm tinggi 65 cm PS 6.19 Memasang 1 m' pipa galvanis diameter ½" PS 6.20 Memasang 1 m' pipa galvanis diameter 3/4" PS 6.21 Memasang 1 m' pipa galvanis diameter 1" PS 6.22 Memasang 1 m' pipa galvanis diameter 1 ½" PS 6.23 Memasang 1 m' pipa galvanis diameter 2" PS 6.25 Memasang 1 m' pipa PVC tipe AW diameter ½" PS 6.26 Memasang 1 m' pipa PVC tipe AW diameter ¾" PS 6.27 Memasang 1 m' pipa PVC tipe AW diameter 1" PS 6.28 Memasang 1 m' pipa PVC tipe AW diameter 1 ½" PS 6.29 Memasang 1 m' pipa PVC tipe AW diameter 2" PS 6.30 Memasang 1 m' pipa PVC tipe AW diameter 2 ½" PS 6.31 Memasang 1 m' p ipa PVC tipe AW diameter 3 " PS 6.32 Memasang 1 m' pipa PVC tipe AW diameter 4" PS 6.33 Memasang 1 bh bak cuci piring stainles steel PS 6.34 Memasang 1 bh bak cuci piring teraso PS 6.35 Memasang 1 bh kran diameter ¾" atau ½"

Rp Rp Rp

14,087.50 13,816.68 13,215.95

Rp Rp Rp Rp

13,816.68 14,788.08 30,039.15 50,614.38

Rp

57,962.88

Rp Rp Rp

12,414.25 45,254.80 32,904.49

Rp

27,039.95

Rp Rp Rp

133,595.50 11,943.33 71,067.33

Rp

46,057.50

Rp

212,716.77

Rp

176,703.25


2,505,850.00 502,575.88 1,346,917.38 987,542.38 489,233.00 1,245,941.05 1,558,220.56 670,562.13

Rp

640,576.45

Rp

979,928.52

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

41,888.75 49,197.00 56,683.50 89,061.75 109,649.63 18,956.60 21,202.55 26,942.20 29,687.25 37,418.70 35,926.00 56,882.45 70,108.60 980,490.00 430,436.38 31,452.50


20

REKAPITULASI ANALISA HARGA SATUAN PEKERJAAN 2013 PS

6.36

Memasang 1 bh Floor drain

PEKERJAAN BESI DAN ALUMINIUM PBA 6.1 1 Kg Pasang besi profil PBA 6.2 1 Kg Pasang rangka kuda kuda baja IWF PBA 6.3 100 Kg Pekerjaan perakitan PBA 6.4 1 M² Pasang pintu besi plat baja tebal 2 mm rangkap, rangkap baja siku PBA 6.5 10 Cm Pengelasan dengan las listrik PBA 6.7 1 M² Pasang pintu rolling door besi PBA 6.8 1 M² Pasang pintu lipat (Folding door) bahan plastik/ PVC PBA 6.10 1 M² Pasang rollingdoor alluminium PBA 6.11 1 M' Pasang kusen pintu aluminium PBA 6.14 1 M² Pasang venetions blinds dan vertical blinds PBA 6.15 1 M² Pasang terali besi strip 2 x 3 mm PBA 6.16 1 M² Pasang kawat nyamuk PBA 6.17 1 M² Pasang Jendela nako dan teralis PEKERJAAN LANGIT-LANGIT PLL 6.1 1 M² Pasang langit langit asbes semen, 5 mm PLL 6.2 1 M² Pasang langi langit akustik uk. 30 x 30 cm PLL 6.3 1 M² Pasang langi langit akustik uk. 30 x 60 cm PLL 6.4 1 M² Pasang langit langit akustik uk. 60 x 120 cm PLL 6.5 1 M² Pasang langit langit triplek uk. 120 x 240 cm, tebal 4 mm PLL 6.6 1 M² Pasang langit langit lambriziring kayu tebal 9 mm PLL 6.7 1 M² Pasang langit langit gipsum board 1200 x 2400 x 9 mm PLL 6.8 1 M' Pasang list plapon gypsum profil PLL 6.9 1 M² Pasang langit langit akustik uk. 60 x 120 cm + rangka aluminium PLL 6.10 1 M' Pasang list langit langit kayu profil

Rp

38,559.50

Rp Rp Rp Rp

43,947.25 44,257.75 92,805.00 1,506,670.78


27,210.15 861,120.00 174,846.00 984,975.00 48,493.20 289,685.00 508,829.00 91,362.90 453,157.50


37,964.95 145,296.75 136,908.65 140,852.00 52,955.49 293,558.03 54,525.53 31,222.50 231,151.15

Rp

36,614.85


21

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN LANGIT - LANGIT PLL 6.1 6.1.1

6.1.2

1 M² Pasang langit langit asbes semen, tbl 5 mm Bahan Asbes 1.100 Kpg x Rp Paku biasa 0.010 Kg x Rp Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.070 0.070 0.007 0.0040

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PLL 6.2 6.2.1

6.2.2

6.3.2

Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.120 0.120 0.012 0.0060

6.4.2

Rp Rp Rp Rp


0.100 0.100 0.010 0.0050

Oh Oh Oh Oh

x x x x

Rp Rp Rp Rp

0.100 0.100 0.010 0.0050

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan

75,000 100,000 110,000 100,000 Jumlah (2)


5,250.00 7,000.00 770.00 400.00 13,420.00 33,013.00 4,951.95 37,964.95

8,540 = Rp 18,900 = Rp Jumlah (1) = Rp

102,480.00 945.00 103,425.00

75,000 100,000 110,000 100,000 Jumlah (2)


9,000.00 12,000.00 1,320.00 600.00 22,920.00 126,345.00 18,951.75 145,296.75

17,070 = Rp 18,900 = Rp Jumlah (1) = Rp

99,006.00 945.00 99,951.00

15% x A (A+B)

Oh Oh Oh Oh

x x x x

Rp Rp Rp Rp

75,000 100,000 110,000 100,000 Jumlah (2)

Oh Oh Oh Oh

x x x x

Rp Rp Rp Rp

15% x A (A+B)

= = = = = = = =

= = = = = = = =


7,500.00 10,000.00 1,100.00 500.00 19,100.00 119,051.00 17,857.65 136,908.65

68,290 = Rp 18,900 = Rp Jumlah (1) = Rp

102,435.00 945.00 103,380.00

75,000 100,000 110,000 100,000 Jumlah (2)

7,500.00 10,000.00 1,100.00 500.00 19,100.00 122,480.00 18,372.00 140,852.00

15% x A (A+B)

1 M² Pasang langit langit akustik uk. 60 x 120 cm Bahan Akustik uk. 60 x 120 cm 1.500 Lbr x Rp Paku biasa 0.050 Kg x Rp Tenaga Pekerja Tukang kayu Kepala tukang Mandor

19,404.00 189.00 19,593.00

15% x A (A+B)

1 M² Pasang langi langit akustik uk. 30 x 60 cm Bahan Akustik uk. 30 x 60 cm 5.800 Lbr x Rp Paku biasa 0.050 Kg x Rp


x x x x

1 M² Pasang langi langit akustik uk. 30 x 30 cm Bahan Akustik uk. 30 x 30 cm 12.000 Lbr x Rp Paku biasa 0.050 Kg x Rp


Oh Oh Oh Oh

17,640 = Rp 18,900 = Rp Jumlah (1) = Rp

= = = = = = = =

= = = = = = = =


Pekerjaan Langit-langit

22

PEKERJAAN LANGIT - LANGIT PLL 6.5 6.5.1

1 M² Pasang langit langit triplek uk. 120 x 240 cm, tebal 4 mm Bahan Triplek tebal 4 mm 0.375 Lbr x Rp 70,350 Paku biasa 0.030 Kg x Rp 18,900 Jumlah (1) 6.5.2 Tenaga Pekerja 0.100 Oh x Rp 75,000 Tukang kayu 0.100 Oh x Rp 100,000 Kepala tukang 0.010 Oh x Rp 110,000 Mandor 0.005 Oh x Rp 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

= Rp = Rp = Rp

26,381.25 567.00 26,948.25

= = = = = = = =


7,500.00 10,000.00 1,100.00 500.00 19,100.00 46,048.25 6,907.24 52,955.49

= Rp = Rp = Rp

102,278.85 189.00 102,467.85

= = = = = = = =


60,000.00 80,000.00 8,800.00 4,000.00 152,800.00 255,267.85 38,290.18 293,558.03

= Rp = Rp = Rp

26,026.00 2,887.50 28,913.50

= = = = = = = =


7,500.00 5,000.00 5,500.00 500.00 18,500.00 47,413.50 7,112.03 54,525.53

x Rp x Rp

13,450 = Rp 10,450 = Rp Jumlah (1) = Rp

14,122.50 1,567.50 15,690.00

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

4,500.00 6,000.00 660.00 300.00 11,460.00 27,150.00 4,072.50 31,222.50

PLL 6.6 6.6.1

1 M² Pasang langit langit lambriziring kayu tebal 9 mm Bahan Kayu papan kelas II 0.015 Lbr x Rp 6,818,590 Paku biasa 0.010 Kg x Rp 18,900 Jumlah (1) 6.6.2 Tenaga Pekerja 0.800 Oh x Rp 75,000 Tukang kayu 0.800 Oh x Rp 100,000 Kepala tukang 0.080 Oh x Rp 110,000 Mandor 0.040 Oh x Rp 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

PLL 6.7 6.7.1

1 M² Pasang langit langit gipsum board 1200 x 2400 x 9 mm Bahan Gypsum 120 x 240 tbl. 9 mm 0.364 Lbr x Rp 71,500 Paku skrup 0.110 Kg x Rp 26,250 Jumlah (1) 6.7.2 Tenaga Pekerja 0.100 Oh x Rp 75,000 Tukang kayu 0.050 Oh x Rp 100,000 Kepala tukang 0.050 Oh x Rp 110,000 Mandor 0.005 Oh x Rp 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

PLL 6.8 6.8.1

6.8.2

1 M' Pasang list plapon gypsum profil Bahan List profil gypsum 1.050 m' Tepung gypsum 0.150 Kg Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.060 0.060 0.006 0.0030


Oh Oh Oh Oh

Rp Rp Rp Rp

15% x A (A+B)

= = = = = = = =



23

PEKERJAAN LANGIT - LANGIT PLL 6.9 6.9.1

6.9.2

1 M² Pasang langit langit akustik uk. 60 x 120 Bahan Profil alluminium "T" 3.600 M' Kawat licin / Bronjong 0.150 Kg Akustik 60 x 120 cm 1.500 Lbr Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.500 0.500 0.050 0.0250


Oh Oh Oh Oh

cm + rangka aluminium

x Rp x Rp x Rp

28,600 16,940 68,290 Jumlah (1)

= = = =

Rp Rp Rp Rp

102,960.00 2,541.00 102,435.00 105,501.00

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


37,500.00 50,000.00 5,500.00 2,500.00 95,500.00 201,001.00 30,150.15 231,151.15

Rp Rp Rp Rp

15% x A (A+B)


24

PEKERJAAN LANGIT - LANGIT PLL 6.10 1 M' Pasang list langit langit kayu profil 6.10.1 Bahan List kayu profil 1.050 Btg Paku biasa 0.010 Kg 6.10.2 Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.050 0.050 0.005 0.0030


Oh Oh Oh Oh

x Rp x Rp

21,000 = Rp 18,900 = Rp Jumlah (1) = Rp

22,050.00 189.00 22,239.00

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

3,750.00 5,000.00 550.00 300.00 9,600.00 31,839.00 4,775.85 36,614.85

Rp Rp Rp Rp

15% x A (A+B)

= = = = = = = =



25

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN BESI DAN ALUMINIUM PBA 6.1 6.1.1

1 Kg Pasang besi profil Bahan Besi profil

6.1.2. Tenaga Pekerja Tukang las kontruksi Kepala tukang Mandor

1.150 Kg

0.060 0.060 0.006 0.0003

Oh Oh Oh Oh

x Rp

23,500 = Rp Jumlah (1) = Rp

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

Rp Rp Rp Rp

A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PBA 6.2 6.2.1

1 Kg Pasang rangka kuda kuda baja IWF Bahan Besi baja IWF 1.150 Kg

6.2.2. Tenaga Pekerja Tukang las Kontruksi Kepala tukang Mandor

0.060 0.060 0.006 0.003

Oh Oh Oh Oh

100 Kg Pekerjaan perakitan Bahan Solar Minyak pelumas

6.3.2. Tenaga Pekerja Tukang las Kontruksi Kepala tukang Mandor 6.3.3. Alat Sewa alat

1.000 Ltr 0.100 Ltr

0.100 0.100 0.001 0.00500

Oh Oh Oh Oh

0.800 Jam

23,500 = Rp Jumlah (1) = Rp

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

Rp Rp Rp Rp

6.4.2

= = = = = = = =


x Rp x Rp

4,500 = Rp 40,900 = Rp Jumlah (1) = Rp

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

Rp Rp Rp Rp

x Rp

A. Jumlah (1) + (2) + (3) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PBA 6.4 6.4.1


x Rp


= = = = = = = =

= = = = =

Rp Rp Rp Rp Rp

67,500 = Jumlah (3) = = = =

Rp Rp Rp Rp Rp

1 M² Pasang pintu besi plat baja tebal 2 mm rangkap, rangkap baja siku Bahan Besi siku 15.000 Kg x Rp 20,000 = Rp Plat Baja 32.800 Kg x Rp 24,670 = Rp Kawat las 0.050 Dos x Rp 9,450 = Rp Jumlah (1) = Rp Tenaga Pekerja 1.050 Oh x Rp 75,000 = Rp Tukang las biasa 1.050 Oh x Rp 100,000 = Rp Kepala tukang 0.105 Oh x Rp 110,000 = Rp Mandor 0.052 Oh x Rp 100,000 = Rp Jumlah (2) = Rp A. Jumlah (1) + (2) = Rp B. Overhead dan Profit 15% x A = Rp Harga Satuan Pekerjaan (A+B) = Rp Pekerjaan Besi dan Aluminium

26

PEKERJAAN BESI DAN ALUMINIUM PBA 6.5 6.5.1

6.5.2

6.5.3

10 Cm Pengelasan dengan las listrik Bahan Kawat las 0.400 Kg Solar 0.300 Ltr Minyak pelumas 0.040 Ltr Tenaga Pekerja Tukang las Kontruksi Kepala tukang Mandor Alat Sewa alat

0.040 0.020 0.002 0.00200

Oh Oh Oh Oh

0.170 Jam

x Rp x Rp x Rp

9,450 4,500 40,900 Jumlah (1)

= Rp = Rp = Rp = Rp

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = =

Rp Rp Rp Rp Rp

67,500 = Jumlah (3) = = = =

Rp Rp Rp Rp Rp

Rp Rp Rp Rp

x Rp

A. Jumlah (1)+(2)+(3) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PBA 6.7 6.7.1

6.7.2

1 M² Pasang pintu rolling door besi Bahan Pintu gulung besi 1.000 M²

x Rp

525,000 = Rp Jumlah (1) = Rp

Tenaga Pekerja Tukang las biasa Kepala tukang Mandor

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

1.200 1.200 0.120 0.006

Oh Oh Oh Oh

Rp Rp Rp Rp


6.8.2

1 M² Pasang pintu lipat (Folding door) bahan plastik/ PVC Bahan Pintu lipat plastik 1.000 M² x Rp 68,000 Jumlah (1) Tenaga Pekerja 0.440 Oh x Rp 75,000 Tukang 0.440 Oh x Rp 100,000 Kepala tukang 0.044 Oh x Rp 110,000 Mandor 0.022 Oh x Rp 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

PBA 6.10 1 M² Pasang rollingdoor alluminium 6.10.1 Bahan Rolling door alluminium 1.000 M² 6.10.2 Tenaga Pekerja Tukang khusus alluminium Kepala tukang Mandor

1.000 1.000 0.100 0.050

Oh Oh Oh Oh

= = = = = = = =


= Rp = Rp = = = = = = = =


x Rp

665,500 = Rp Jumlah (1) = Rp

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

Rp Rp Rp Rp

A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

= = = = = = = =


Pekerjaan Besi dan Aluminium

27

PEKERJAAN BESI DAN ALUMINIUM PBA 6.11 1 M' Pasang kusen pintu aluminium 6.11.1 Bahan Profil Aluminium 1.100 M' Skrup fixer 2.000 Bh Sealant 0.060 tube 6.11.2 Tenaga Pekerja Tukang khusus alluminium Kepala tukang Mandor

0.043 0.043 0.004 0.002

Oh Oh Oh Oh

x Rp x Rp x Rp

28,600 1,250 39,300 Jumlah (1)

= = = =

Rp Rp Rp Rp

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


Rp Rp Rp Rp

A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PBA 6.14 1 M² Pasang venetions blinds dan vertical blinds 6.14.1 Bahan Venetions/vertical blinds 1.000 M² x Rp 6.14.2 Tenaga Pekerja Tukang Kepala tukang Mandor

0.350 0.350 0.035 0.018

Oh Oh Oh Oh

x x x x

Rp Rp Rp Rp

185,000 = Rp Jumlah (1) = Rp 75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


x Rp

20,000 = Jumlah (1) =

Rp Rp

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)


A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) 1 M² Pasang terali besi strip 2 x 3 mm PBA 6.15 6.15.1 Bahan Besi plat strip 6.177 Kg 6.15.2 Tenaga Pekerja Tukang las Kepala tukang Mandor

1.670 1.670 0.167 0.083

Oh Oh Oh Oh

Rp Rp Rp Rp

A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PBA 6.16 1 M² Pasang kawat nyamuk 6.16.1 Bahan Kawat nyamuk Besi plat strip 6.16.2 Tenaga Pekerja Tukang Kepala tukang Mandor

= = = = = = = =

1.100 M² 1.716 Kg

x Rp x Rp

18,200 = Rp 23,500 = Rp Jumlah (1) = Rp

0.100 0.100 0.010 0.005

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

Oh Oh Oh Oh

Rp Rp Rp Rp


= = = = = = = =



28

PEKERJAAN BESI DAN ALUMINIUM PBA 6.17 1 M² Pasang Jendela nako dan teralis 6.17.1 Bahan Jendela nako 1.100 M² Paku skrup 1 - 2,5 cm 10.000 Bh Besi strip 7.000 Kg 6.17.2 Tenaga Pekerja Tukang Kepala tukang Mandor

0.200 0.200 0.020 0.001

Oh Oh Oh Oh

x Rp x Rp x Rp

192,500 500 20,000 Jumlah (1)

= = = =

Rp Rp Rp Rp

x x x x

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


Rp Rp Rp Rp


*********LANJUT PEKERJAAN LANGI


29

27,025.00 27,025.00 4,500.00 6,000.00 660.00 30.00 11,190.00 38,215.00 5,732.25 43,947.25

27,025.00 27,025.00 4,500.00 6,000.00 660.00 300.00 11,460.00 38,485.00 5,772.75 44,257.75

4,500.00 4,090.00 8,590.00 7,500.00 10,000.00 110.00 500.00 18,110.00 54,000.00 54,000.00 80,700.00 12,105.00 92,805.00

300,000.00 809,176.00 472.50 1,109,648.50 78,750.00 105,000.00 11,550.00 5,200.00 200,500.00 1,310,148.50 196,522.28 1,506,670.78 Pekerjaan Besi dan Aluminium

30

3,780.00 1,350.00 1,636.00 6,766.00 3,000.00 2,000.00 220.00 200.00 5,420.00 11,475.00 11,475.00 23,661.00 3,549.15 27,210.15

525,000.00 525,000.00 90,000.00 120,000.00 13,200.00 600.00 223,800.00 748,800.00 112,320.00 861,120.00

68,000.00 68,000.00 33,000.00 44,000.00 4,840.00 2,200.00 84,040.00 152,040.00 22,806.00 174,846.00

665,500.00 665,500.00 75,000.00 100,000.00 11,000.00 5,000.00 191,000.00 856,500.00 128,475.00 984,975.00


31

31,460.00 2,500.00 2,358.00 33,960.00 3,225.00 4,300.00 473.00 210.00 8,208.00 42,168.00 6,325.20 48,493.20

185,000.00 185,000.00 26,250.00 35,000.00 3,850.00 1,800.00 66,900.00 251,900.00 37,785.00 289,685.00

123,540.00 123,540.00 125,250.00 167,000.00 18,370.00 8,300.00 318,920.00 442,460.00 66,369.00 508,829.00

20,020.00 40,326.00 60,346.00 7,500.00 10,000.00 1,100.00 500.00 19,100.00 79,446.00 11,916.90 91,362.90


32

211,750.00 5,000.00 140,000.00 356,750.00 15,000.00 20,000.00 2,200.00 100.00 37,300.00 394,050.00 59,107.50 453,157.50

LANGIT


33

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN SANITASI PS 6.1 6.1.1.

6.1.2

Memasang 1 buah kloset duduk Bahan Kloset duduk + bak air kwalitas Biasa Perlengkapan 6%

1.000 Bh x Rp. 1,650,000 = Rp. harga klosed x Rp. 1,650,000 = Rp. Jumlah (1) = Rp.

Tenaga Pekerja Tukang batu Kepala tukang Mandor

3.300 1.500 0.150 0.160 A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan

PS 6.2 6.2.1

6.2.2

6.4.2

6.5.2

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp Rp Rp

15% x A (A+B)

Bh x Rp. Kg x Rp. M³ x Rp.

167,790 1,362 106,050 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.


Oh Oh Oh Oh

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


1.100 1.500 0.150 0.110

Memasang 1 buah urinoir Bahan Urinoir Perlengkapan Semen portland Pasir pasang

15%


1.000 1.000 0.100 0.100

Memasang 1 buah wastafel Bahan Wastafel biasa Perlengkapan Semen portland Pasir pasang

12%

Oh Oh Oh Oh

1.200 1.450 0.150 0.100 A. Jumlah (1) + (2) B. Overhead dan Profit

Rp. Rp. Rp. Rp.

x x x x

Rp. Rp. Rp. Rp.

840,000 840,000 1,362 106,050 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

1.000 Bh harga wastafel 6.000 Kg M³ 0.010


x x x x

15% x A (A+B)

1.000 Bh harga urinoir 6.000 Kg M³ 0.010

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PS 6.5 6.5.1

x x x x

Memasang 1 buah kloset jongkok porselen Bahan Klosed jongkok porselin 1.000 Semen portland 6.000 Pasir pasang 0.010

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PS 6.4 6.4.1

Oh Oh Oh Oh

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

525,000 525,000 1,362 106,050 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp Rp

15% x A

Pekerjaan Sanitasi

34

PEKERJAAN SANITASI Harga Satuan Pekerjaan PS 6.7 6.7.1

6.7.2

6.8.2

=

Memasang 1 buah bak mandi fibreglass volume 0,30 m³ Bahan Bak fibreglass 0,3 M3 1.000 Bh x Rp. Perlengkapan 18% Harga bak x Rp. Tenaga Pekerja Tukang batu Kepala tukang Mandor


PS 6.8 6.8.1

(A+B)

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

Rp

186,000 = Rp. 186,000 = Rp. Jumlah (1) = Rp. 75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

Memasang 1 buah bak mandi batu bata volume 0,30 m³ Bahan Batu bata cetak mesin 44.000 Bh Semen portland 120.000 Kg M³ Pasir pasang 0.300 Keramik standart 20 x 20 cm 100.000 Bh Semen warna 40 kg 6.000 Kg

x x x x x

Rp. Rp. Rp. Rp. Rp.

875 1,362 106,050 2,400 3,612 Jumlah (1)

= = = = = =

Rp. Rp. Rp. Rp. Rp. Rp.


x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =



Oh Oh Oh Oh

15% x A (A+B)

PS 6.11 Memasang 1 buah bak fibreglass volume 1 m³ air 6.11.1 Bahan Bak fibreglass 1 m3 1.000 Bh x Rp. Perlengkapan 12% Harga bak x Rp. 6.11.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.


15% x A (A+B)

PS 6.16 Memasang 1 buah Bak Kontrol pasangan batu bata uk.(30 6.16.1 Bahan Batu bata 145.000 Bh x Semen portland 44.000 Kg x M³ x Pasir pasang 0.070 Batu kerikil 0.070 M³ x Besi beton 1.600 Kg x M³ x Pasir beton 0.060

= = = = = = = =


x 30) cm tinggi 35 cm


875 1,362 106,050 210,900 15,300 106,050 Jumlah (1)

= = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp.

Pekerjaan Sanitasi

35

PEKERJAAN SANITASI 6.16.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

x x x x


Oh Oh Oh Oh

x x x x

2.160 0.720 0.072 0.108 0.100 A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan

Oh Oh Oh Oh Oh

x x x x x

0.054 0.090 0.009 0.027

875 1,362 106,050 210,900 15,300 106,050 Jumlah (1)

= = = = = = =


Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =




875 1,362 106,050 168,320 15,300 106,050 Jumlah (1)

= = = = = = =


Rp. Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 75,000 Jumlah (2)

= = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp. Rp Rp Rp

15% x A (A+B)


Oh Oh Oh Oh

x x x x



PS 6.19 Memasang 1 m' pipa galvanis diameter ½" 6.19.1 Bahan M´ x Rp. Pipa Galvanis Ø 1/2" 1.200 Perlengkapan 35% harga pipa x Rp. 6.19.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

= = = = = = = =


15% x A (A+B)

PS 6.18 Memasang 1 buah Bak Kontrol pasangan batu bata uk.(60 6.18.1 Bahan Batu bata 371.000 Bh x Semen portland 114.000 Kg x M³ x Pasir pasang 0.184 Batu koral 0.033 M³ x Besi beton 4.850 Kg x M³ x Pasir beton 0.120 6.18.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor Tukang gali

75,000 100,000 110,000 100,000 Jumlah (2)

15% x A (A+B)

PS 6.17 Memasang 1 buah Bak Kontrol pasangan batu bata uk.(45 6.17.1 Bahan Batu bata 250.000 Bh x Semen portland 77.000 Kg x M³ x Pasir pasang 0.130 Batu kerikil 0.020 M³ x Besi beton 2.600 Kg x M³ x Pasir beton 0.090 6.17.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp.

15% x A (A+B)


= = = = = = = =


Pekerjaan Sanitasi

36

PEKERJAAN SANITASI PS 6.20 Memasang 1 m' pipa galvanis diameter 3/4" 6.20.1 Bahan M´ x Rp. Pipa galvanis 6 m 3/4" 1.200 Perlengkapan 35% harga pipa x Rp. 6.20.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

6.23.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


75,000 100,000 110,000 100,000 Jumlah (2)

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

15% x A (A+B)


= = = = = = = =



15% x A (A+B)

PS 6.23 Memasang 1 m' pipa galvanis diameter 2" 6.23.1 Bahan M´ x Rp. Pipa galvanis 6 m 2" 1.200 Perlengkapan 35% harga pipa x Rp.

= = = = = = = =

21,000 = Rp. 21,000 = Rp. Jumlah (1) = Rp.

15% x A (A+B)

PS 6.22 Memasang 1 m' pipa galvanis diameter 1 ½" 6.22.1 Bahan M´ x Rp. Pipa galvanis 6 m 1 1/2" 1.200 Perlengkapan 35% harga pipa x Rp. 6.22.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

75,000 100,000 110,000 100,000 Jumlah (2)

15% x A (A+B)

PS 6.21 Memasang 1 m' pipa galvanis diameter 1" 6.21.1 Bahan M´ x Rp. Pipa galvanis 6 m 1" 1.200 Perlengkapan 35% harga pipa x Rp. 6.21.2. Tenaga Pekerja Tukang batu Kepala tukang Mandor

16,800 = Rp. 16,800 = Rp. Jumlah (1) = Rp.

= = = = = = = =



= = = = = = = =


Pekerjaan Sanitasi

37

PEKERJAAN SANITASI PS 6.25 Memasang 1 m' pipa PVC tipe AW diameter ½" 6.25.1 Bahan M´ x Rp. Pipa PVC Tipe AW Ø 1/2" 1.200 Perlengkapan 35% harga pipa x Rp. 6.25.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.



75,000 100,000 110,000 100,000 Jumlah (2)

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

15% x A (A+B)


= = = = = = = =



15% x A (A+B)

PS 6.28 Memasang 1 m' pipa PVC tipe AW diameter 1 ½" 6.28.1 Bahan M´ x Rp. Pipa PVC Tipe AW Ø 11/2" 1.200 Perlengkapan 35% harga pipa x Rp.

= = = = = = = =

5,740 = Rp. 5,740 = Rp. Jumlah (1) = Rp.

15% x A (A+B)

PS 6.27 Memasang 1 m' pipa PVC tipe AW diameter 1" 6.27.1 Bahan M´ x Rp. Pipa PVC Tipe AW Ø 1" 1.200 Perlengkapan 35% harga pipa x Rp. 6.27.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

75,000 100,000 110,000 100,000 Jumlah (2)

15% x A (A+B)

Memasang 1 m' pipa PVC tipe AW diameter ¾" PS 6.26 6.26.1 Bahan M´ x Rp. Pipa PVC Tipe AW Ø 3/4" 1.200 Perlengkapan 35% harga pipa x Rp. 6.26.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

4,480 = Rp. 4,480 = Rp. Jumlah (1) = Rp.

= = = = = = = =



= = = = = = = =


Pekerjaan Sanitasi

38

PEKERJAAN SANITASI PS 6.29 Memasang 1 m' pipa PVC tipe AW diameter 2" 6.29.1 Bahan M´ x Rp. Pipa PVC Tipe AW Ø 2" 1.200 Perlengkapan 35% harga pipa x Rp. 6.29.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.



75,000 100,000 110,000 100,000 Jumlah (2)

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

15% x A (A+B)


= = = = = = = =



15% x A (A+B)

PS 6.32 Memasang 1 m' pipa PVC tipe AW diameter 4" 6.32.1 Bahan M´ x Rp. Pipa PVC Tipe AW Ø 4" 1.200 Perlengkapan 35% harga pipa x Rp.

= = = = = = = =

14,000 = Rp. 14,000 = Rp. Jumlah (1) = Rp.

15% x A (A+B)

PS 6.31 Memasang 1 m' pipa PVC tipe AW diameter 3" 6.31.1 Bahan M´ x Rp. Pipa PVC Tipe AW Ø 3" 1.200 Perlengkapan 35% harga pipa x Rp. 6.31.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

75,000 100,000 110,000 100,000 Jumlah (2)

15% x A (A+B)

PS 6.30 Memasang 1 m' pipa PVC tipe AW diameter 2 ½" 6.30.1 Bahan M´ x Rp. Pipa PVC Tipe AW Ø 21/2" 1.200 Perlengkapan 35% harga pipa x Rp. 6.30.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

11,760 = Rp. 11,760 = Rp. Jumlah (1) = Rp.

= = = = = = = =



= = = = = = = =


Pekerjaan Sanitasi

39

PEKERJAAN SANITASI PS 6.33 Memasang 1 bh bak cuci piring stainles steel 6.33.1 Bahan Bak cuci piring 2 lobang komplet 1.000 6.33.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


PS 6.34 Memasang 1 bh bak cuci piring teraso 6.34.1 Bahan Bak cuci piring 2 lobang komplet Semen portland Pasir pasang 6.34.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

= = = = = = = =


Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = =

Rp. Rp. Rp. Rp.

0.050 0.500 0.050 0.0025

Oh Oh Oh Oh

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =




75,000 100,000 110,000 100,000 Jumlah (2)

x x x x

282,250 1,362 106,050 Jumlah (1)

0.010 0.100 0.010 0.005

PS 6.36 Memasang 1 bh Floor drain 6.36.1 Bahan Floor drain

Oh Oh Oh Oh

Bh x Rp. Kg x Rp. M³ x Rp.

Memasang 1 bh kran diameter ¾" atau ½" PS 6.35 6.35.1 Bahan Kran air Ø 1/2" - 3/4" 1.000 6.35.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

816,900 = Rp. Jumlah (1) = Rp.

1.000 20.000 0.050


Bh x Rp.

x x x x

Rp. Rp. Rp. Rp.

15% x A (A+B)

Bh x Rp.

15,000 = Rp. Jumlah (1) = Rp.

Oh Oh Oh Oh

75,000 100,000 110,000 100,000 Jumlah (2)

x x x x

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = =

Rp. Rp. Rp. Rp.

= = =

Rp Rp Rp

1.000

Bh x Rp.

21,180 = Rp. Jumlah (1) = Rp.

0.010 0.100 0.010 0.005

Oh Oh Oh Oh

75,000 100,000 110,000 100,000 Jumlah (2)


x x x x

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = =

Rp. Rp. Rp. Rp.

= = =

Rp Rp Rp

******LANJUT PEKERJAAN BESI

Pekerjaan Sanitasi

40

1,650,000.00 99,000.00 1,749,000.00 247,500.00 150,000.00 16,500.00 16,000.00 430,000.00 2,179,000.00 326,850.00 2,505,850.00

167,790.00 8,172.00 1,060.50 177,022.50 82,500.00 150,000.00 16,500.00 11,000.00 260,000.00 437,022.50 65,553.38 502,575.88

840,000.00 126,000.00 8,172.00 1,060.50 975,232.50 75,000.00 100,000.00 11,000.00 10,000.00 196,000.00 1,171,232.50 175,684.88 1,346,917.38

525,000.00 63,000.00 8,172.00 1,060.50 597,232.50 90,000.00 145,000.00 16,500.00 10,000.00 261,500.00 858,732.50 128,809.88

Pekerjaan Sanitasi

41

987,542.38

186,000.00 33,480.00 219,480.00 135,000.00 54,000.00 5,940.00 11,000.00 205,940.00 425,420.00 63,813.00 489,233.00

38,500.00 163,440.00 31,815.00 240,000.00 21,672.00 495,427.00 225,000.00 300,000.00 33,000.00 30,000.00 588,000.00 1,083,427.00 162,514.05 1,245,941.05

438,370.00 52,604.40 490,974.40 225,000.00 450,000.00 99,000.00 90,000.00 864,000.00 1,354,974.40 203,246.16 1,558,220.56

126,875.00 59,928.00 7,423.50 14,763.00 24,480.00 6,363.00 239,832.50

Pekerjaan Sanitasi

42

240,000.00 101,500.00 165.00 1,600.00 343,265.00 583,097.50 87,464.63 670,562.13

218,750.00 104,874.00 13,786.50 4,218.00 39,780.00 9,544.50 390,953.00 106,500.00 47,300.00 5,170.00 7,100.00 166,070.00 557,023.00 83,553.45 640,576.45

324,625.00 155,268.00 19,513.20 5,554.56 74,205.00 12,726.00 591,891.76 162,000.00 72,000.00 7,920.00 10,800.00 7,500.00 260,220.00 852,111.76 127,816.76 979,928.52

15,240.00 4,445.00 19,685.00 4,050.00 9,000.00 990.00 2,700.00 16,740.00 36,425.00 5,463.75 41,888.75

Pekerjaan Sanitasi

43

20,160.00 5,880.00 26,040.00 4,050.00 9,000.00 990.00 2,700.00 16,740.00 42,780.00 6,417.00 49,197.00

25,200.00 7,350.00 32,550.00 4,050.00 9,000.00 990.00 2,700.00 16,740.00 49,290.00 7,393.50 56,683.50

37,800.00 11,025.00 48,825.00 8,100.00 18,000.00 1,980.00 540.00 28,620.00 77,445.00 11,616.75 89,061.75

51,660.00 15,067.50 66,727.50 8,100.00 18,000.00 1,980.00 540.00 28,620.00 95,347.50 14,302.13 109,649.63

Pekerjaan Sanitasi

44

5,376.00 1,568.00 6,944.00 2,700.00 6,000.00 660.00 180.00 9,540.00 16,484.00 2,472.60 18,956.60

6,888.00 2,009.00 8,897.00 2,700.00 6,000.00 660.00 180.00 9,540.00 18,437.00 2,765.55 21,202.55

10,752.00 3,136.00 13,888.00 2,700.00 6,000.00 660.00 180.00 9,540.00 23,428.00 3,514.20 26,942.20

12,600.00 3,675.00 16,275.00 2,700.00 6,000.00 660.00 180.00 9,540.00 25,815.00 3,872.25 29,687.25

Pekerjaan Sanitasi

45

14,112.00 4,116.00 18,228.00 4,050.00 9,000.00 990.00 270.00 14,310.00 32,538.00 4,880.70 37,418.70

16,800.00 4,900.00 21,700.00 2,700.00 6,000.00 660.00 180.00 9,540.00 31,240.00 4,686.00 35,926.00

21,672.00 6,321.00 27,993.00 6,075.00 13,500.00 1,485.00 410.00 21,470.00 49,463.00 7,419.45 56,882.45

30,576.00 8,918.00 39,494.00 6,075.00 13,500.00 1,485.00 410.00 21,470.00 60,964.00 9,144.60 70,108.60

Pekerjaan Sanitasi

46

816,900.00 816,900.00 2,250.00 30,000.00 3,300.00 150.00 35,700.00 852,600.00 127,890.00 980,490.00

282,250.00 27,240.00 5,302.50 314,792.50 3,750.00 50,000.00 5,500.00 250.00 59,500.00 374,292.50 56,143.88 430,436.38

15,000.00 15,000.00 750.00 10,000.00 1,100.00 500.00 12,350.00 27,350.00 4,102.50 31,452.50

21,180.00 21,180.00 750.00 10,000.00 1,100.00 500.00 12,350.00 33,530.00 5,029.50 38,559.50 I ALUMINIUM

Pekerjaan Sanitasi

47

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN PENGECATAN PC 6.1 6.1.1

6.1.2

1M² Mengikis/ mengerok permukaan cat tembok lama Bahan Soda api 0.050 Kg x Rp. 15,000 Jumlah (1) Tenaga Pekerja 0.150 Oh x Rp. 75,000 Mandor 0.0025 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

1M² Mencuci bidang permukaan tembok yang pernah di cat Bahan Sabun 0.050 Kg x Rp. 10,290 Jumlah (1) 6.2.2 Tenaga Pekerja 0.150 Oh x Rp. 75,000 Mandor 0.0025 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp = Rp = Rp

PC 6.2 6.2.1

1M² Mengerok karat cat lama permukaan baja dengan cara manual Bahan Sabun 0.050 Kg x Rp. 10,290 Jumlah (1) 6.3.2 Tenaga Pekerja 0.150 Oh x Rp. 75,000 Mandor 0.0025 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 10% x A Harga Satuan Pekerjaan (A+B)


PC 6.3 6.3 .1

PC 6.4 6.4 .1

6.4.2

1M² Menyabun permukaan tembok lama Bahan Sabun Tenaga Pekerja Mandor

0.050 Kg

6.6.2

= Rp. = Rp. = Rp. = Rp = Rp = Rp

x Rp. 10,290 = Rp. Jumlah (1) = Rp.

0.150 Oh 0.0025 Oh

x Rp. 75,000 = Rp. x Rp. 100,000 = Rp. Jumlah (2) = Rp. = Rp 15% x A = Rp (A+B) = Rp

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PC 6.6 6.6 .1

= Rp. = Rp.

1M² Mendempul dan menggosok kayu Bahan Dempul Minyak cat Amplas Tenaga Pekerja Tukang cat Kepala tukang Mandor

0.080 Kg 0.020 Kg 0.100 Lbr

0.040 0.040 0.040 0.0025 A. Jumlah (1) + (2) B. Overhead dan Profit

Oh Oh Oh Oh

x Rp. 8,190 x Rp. 12,700 x Rp. 3,000 Jumlah (1)

= Rp. = Rp. = Rp. = Rp.

x x x x

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp = Rp

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A

Pekerjaan Pengecatan

48

PEKERJAAN PENGECATAN Harga Satuan Pekerjaan PC 6.7 6.7.1

1M² Pengecatan bidang kayu lama Bahan Plamir Minyak cat Cat Minyak

6.7.2

Tenaga Pekerja Tukang cat Kepala tukang Mandor

0.150 Kg 0.170 Kg 0.170 Kg


PC 6.8 6.8.1

(A+B)

Oh Oh Oh Oh

= Rp


= Rp. = Rp. = Rp. = Rp.

x x x x


Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

1M² Pengecatan bidang kayu baru 1 lps Plamir, 1 lps cat dasar, 2 lps cat minya Bahan Cat menie kayu 0.200 Kg x Rp. 35,280 = Rp. Plamir 0.150 Kg x Rp. 8,080 = Rp. Cat dasar 0.170 Kg x Rp. 38,850 = Rp. Cat Minyak 0.260 Kg x Rp. 52,500 = Rp. Jumlah (1) = Rp. Tenaga Pekerja 0.070 Oh x Rp. 75,000 = Rp. Tukang cat 0.090 Oh x Rp. 100,000 = Rp. Kepala tukang 0.0090 Oh x Rp. 110,000 = Rp. Mandor 0.0025 Oh x Rp. 100,000 = Rp. Jumlah (2) = Rp. A. Jumlah (1) + (2) = Rp B. Overhead dan Profit 15% x A = Rp Harga Satuan Pekerjaan (A+B) = Rp

6.8.2

PC 6.9 6.9.1

1M² Pengecatan bidang kayu baru 1 lps Plamir, 1 lps cat dasar, 3 lps cat minya Bahan Cat menie kayu 0.200 Kg x Rp. 35,280 = Rp. Plamir 0.150 Kg x Rp. 8,080 = Rp. Cat dasar 0.170 Kg x Rp. 38,850 = Rp. Cat Minyak 0.350 Kg x Rp. 52,500 = Rp. Jumlah (1) = Rp. Tenaga Pekerja 0.070 Oh x Rp. 75,000 = Rp. Tukang cat 0.105 Oh x Rp. 100,000 = Rp. Kepala tukang 0.0105 Oh x Rp. 110,000 = Rp. Mandor 0.0025 Oh x Rp. 100,000 = Rp. Jumlah (2) = Rp. A. Jumlah (1) + (2) = Rp B. Overhead dan Profit 15% x A = Rp Harga Satuan Pekerjaan (A+B) = Rp

6.9.2

PC 6.12 1M² Pelaburan kayu dengan Residu 6.12.1 Bahan Residu / Kolter Tenaga Pekerja Mandor

0.350 Ltr

x Rp. 7,700 = Rp. Jumlah (1) = Rp.

6.12.2

0.100 Oh 0.006 Oh A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan

x Rp. 75,000 = Rp. x Rp. 100,000 = Rp. Jumlah (2) = Rp. = Rp 15% x A = Rp (A+B) = Rp


49

PEKERJAAN PENGECATAN


50

PEKERJAAN PENGECATAN PC 6.13 1M² Peleburan bidang kayu dan vernis 6.13.1 Bahan Cat Vernish Dempul Amplas Kuas 6.13.2


0.150 0.050 0.100 0.010

Kg Kg Lbr bh

x x x x

Rp. 56,500 Rp. 8,190 Rp. 3,000 Rp. 15,750 Jumlah (1)

= Rp. = Rp. = Rp. = Rp. = Rp.

0.160 0.160 0.016 0.0025

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)



15% x A (A+B)

PC 6.14 1M² Pengecatan tembok baru (1 lapis plamir,1 lapis cat dasar,2 lapis cat penut 6.14.1 Bahan Plamir 0.120 Kg x Rp. 8,080 = Rp. Cat dasar 0.120 Kg x Rp. 38,850 = Rp. Cat Tembok setara Vinilex 0.260 Kg x Rp. 24,850 = Rp. Jumlah (1) = Rp. 6.14.2 Tenaga Pekerja 0.040 Oh x Rp. 75,000 = Rp. Tukang cat 0.120 Oh x Rp. 100,000 = Rp. Kepala tukang 0.0120 Oh x Rp. 110,000 = Rp. Mandor 0.002 Oh x Rp. 100,000 = Rp. Jumlah (2) = Rp. A. Jumlah (1) + (2) = Rp B. Overhead dan Profit 15% x A = Rp Harga Satuan Pekerjaan (A+B) = Rp PC 6.15 1M² Pengecatan tembok lama ( 1 lapis cat dasar, 2 lapis cat penutup ) 6.15.1 Bahan Cat dasar 0.120 Kg x Rp. 38,850 Cat Tembok setara Vinilex 0.260 Kg x Rp. 24,850 Jumlah (1) 6.15.2 Tenaga Pekerja 0.030 Oh x Rp. 75,000 Tukang cat 0.090 Oh x Rp. 100,000 Kepala tukang 0.0090 Oh x Rp. 110,000 Mandor 0.0015 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PC 6.19 1M² Pemasangan wall paper 6.19.1 Bahan Wallpaper Lem Vinyl / Karet 6.19.2


1.200 M' 0.200 Kg


Oh Oh Oh Oh

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp = Rp = Rp

x Rp. 75,000 = Rp. x Rp. 21,000 = Rp. Jumlah (1) = Rp. x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)



51

PEKERJAAN PENGECATAN PC 6.20 1M² Pengecatan permukaan baja dengan meni besi 6.20.1 Bahan Cat meni besi 0.100 Kg Kuas 0.010 Bh 6.20.2



Oh Oh Oh Oh


Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

PC 6.21 1M² Pengecatan permukaan baja dengan meni besi dan perancah 6.21.1 Bahan Cat meni besi 0.100 Kg x Rp. 35,280 Kuas 0.010 Bh x Rp. 15,750 Peranca kayu (kayu kelas II) 0.002 M³ x Rp. 6,818,590 Jumlah (1) 6.21.2 Tenaga Pekerja 0.250 Oh x Rp. 75,000 Tukang cat 0.225 Oh x Rp. 100,000 Kepala tukang 0.0225 Oh x Rp. 110,000 Mandor 0.0075 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) 1M² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 1 lapis cat konvensional dengan tebal 200 um. 6.23.1 Bahan Cat minyak besi 0.300 Kg x Rp. 52,500 Jumlah (1) 6.23.2 Tenaga Pekerja 0.060 Oh x Rp. 75,000 Tukang cat 0.060 Oh x Rp. 100,000 Kepala tukang 0.1200 Oh x Rp. 110,000 Mandor 0.006 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)


= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp = Rp = Rp

PC 6.23

1M² Pengecatan permukaan baja lapis seng (galbani) secara manual sistem 3 lapis cat konvensional dengan tebal 200 um. 6.24.1 Bahan Cat dasar 0.110 Kg x Rp. 38,850 Cat Menie besi 0.170 Kg x Rp. 35,280 Cat minyak besi 0.080 Kg x Rp. 52,500 Jumlah (1) 6.24.2 Tenaga Pekerja 0.500 Oh x Rp. 75,000 Tukang cat 0.800 Oh x Rp. 100,000 Kepala tukang 0.300 Oh x Rp. 110,000 Mandor 0.200 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp = Rp = Rp

PC 6.24

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp = Rp = Rp


52

PEKERJAAN PENGECATAN PC 6.25

1M² Pengecatan permukaan baja lapis seng (galbani) secara semprot (airless spray) dengan sistem 1 lapis cat konvensional dengan tebal 200 um. 6.25.1 Bahan Cat dasar 0.300 Kg x Rp. 38,850 = Rp. Jumlah (1) = Rp. 6.25.2 Tenaga Pekerja 0.400 Oh x Rp. 75,000 = Rp. Tukang cat 0.700 Oh x Rp. 100,000 = Rp. Kepala tukang 0.200 Oh x Rp. 110,000 = Rp. Mandor 0.200 Oh x Rp. 100,000 = Rp. Jumlah (2) = Rp. A. Jumlah (1) + (2) = Rp B. Overhead dan Profit 15% x A = Rp Harga Satuan Pekerjaan (A+B) = Rp

****LANJUT PEKERJAAN SANITASI


53

750.00 750.00 11,250.00 250.00 11,500.00 12,250.00 1,837.50 14,087.50

514.50 514.50 11,250.00 250.00 11,500.00 12,014.50 1,802.18 13,816.68

514.50 514.50 11,250.00 250.00 11,500.00 12,014.50 1,201.45 13,215.95

514.50 514.50 11,250.00 250.00 11,500.00 12,014.50 1,802.18 13,816.68

655.20 254.00 300.00 1,209.20 3,000.00 4,000.00 4,400.00 250.00 11,650.00 12,859.20 1,928.88


54

14,788.08

1,212.00 2,159.00 8,925.00 12,296.00 5,250.00 7,500.00 825.00 250.00 13,825.00 26,121.00 3,918.15 30,039.15

7,056.00 1,212.00 6,604.50 13,650.00 28,522.50 5,250.00 9,000.00 990.00 250.00 15,490.00 44,012.50 6,601.88 50,614.38

7,056.00 1,212.00 6,604.50 18,375.00 33,247.50 5,250.00 10,500.00 1,155.00 250.00 17,155.00 50,402.50 7,560.38 57,962.88

2,695.00 2,695.00 7,500.00 600.00 8,100.00 10,795.00 1,619.25 12,414.25


55


56

8,475.00 409.50 300.00 157.50 9,342.00 12,000.00 16,000.00 1,760.00 250.00 30,010.00 39,352.00 5,902.80 45,254.80 p)

969.60 4,662.00 6,461.00 12,092.60 3,000.00 12,000.00 1,320.00 200.00 16,520.00 28,612.60 4,291.89 32,904.49

4,662.00 6,461.00 11,123.00 2,250.00 9,000.00 990.00 150.00 12,390.00 23,513.00 3,526.95 27,039.95

90,000.00 4,200.00 94,200.00 1,500.00 20,000.00 220.00 250.00 21,970.00 116,170.00 17,425.50 133,595.50


57

3,528.00 157.50 3,685.50 1,500.00 2,000.00 2,200.00 1,000.00 6,700.00 10,385.50 1,557.83 11,943.33

3,528.00 157.50 13,637.18 17,322.68 18,750.00 22,500.00 2,475.00 750.00 44,475.00 61,797.68 9,269.65 71,067.33

15,750.00 15,750.00 4,500.00 6,000.00 13,200.00 600.00 24,300.00 40,050.00 6,007.50 46,057.50

4,273.50 5,997.60 4,200.00 14,471.10 37,500.00 80,000.00 33,000.00 20,000.00 170,500.00 184,971.10 27,745.67 212,716.77


58

11,655.00 11,655.00 30,000.00 70,000.00 22,000.00 20,000.00 142,000.00 153,655.00 23,048.25 176,703.25


59

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN PENUTUP LANTAI DAN DINDING PPL 6.1 6.1.1

6.1.2

1 M² Pasang lantai ubin PC abu-abu ukuran 40 x 40 cm Bahan Ubin PC abu-abu 6.630 Bh Semen portland 9.800 Kg Pasir pasang 0.0450 M³ Tenaga Pekerja Tukang batu Kepala tukang Mandor


PPL 6.9 6.9.1

6.9.2

Oh Oh Oh Oh


= = = =

Rp. Rp. Rp. Rp.

x x x x

= = = = = = = =


Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

1 M² Pasang lantai ubin granit ukuran 40 x 40 cm Bahan Granite 40 x 40 6.630 Bh Semen portland 9.800 Kg Pasir pasang 0.0450 M³ Semen warna 40 kg 1.300 Kg

x x x x

Rp. 42,500 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.


x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =



Oh Oh Oh Oh

15% x A (A+B)

1 M² Pasang lantai ubin granit ukuran 30 x 30 cm PPL 6.10 6.10.1 Bahan Gtanite 30 x 30 11.870 Bh Semen portland 10.000 Kg Pasir pasang 0.0450 M³ Semen warna 1.500 Kg 6.10.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh


Rp. 26,260 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

PPL 6.13 1 M² Pasang lantai ubin teralux marmer ukuran 60 x 60 cm 6.13.1 Bahan Teralux Marmer 60 x 60 3.100 Bh Semen portland 9.600 Kg Pasir pasang 0.045 M³ Semen warna 1.500 Kg 6.13.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

x x x x

Oh Oh Oh Oh

x x x x

Rp. 112,000 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

Pekerjaan Penutup Lantai dan Dinding

60

PEKERJAAN PENUTUP LANTAI DAN DINDING 1 M² Pasang lantai ubin teralux marmer ukuran 40 x 40 cm PPL 6.14 6.14.1 Bahan Teralux Marmer 40 x 40 6.630 Bh Semen portland 9.800 Kg Pasir pasang 0.0450 M³ Semen warna 1.300 Kg 6.14.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh


PPL 6.24 1 M' Pasang plint ubin granit uk. 10 x 40 cm 6.24.1 Bahan Plint Granito 10 x 40 cm Semen portland Pasir pasang Semen warna 6.24.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


Oh Oh Oh Oh

x x x x

Rp. 29,700 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

2.650 1.140 0.003 0.100

Bh Kg M³ Kg

x x x x

Rp. 18,400 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

0.090 0.090 0.009 0.005

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPL 6.25 1 M' Pasang plint ubin granit uk. 10 x 30 cm 6.25.1 Bahan Plint Granito 10 x 30 cm Semen portland Pasir pasang Semen warna

Rp. 49,200 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

15% x A (A+B)

1 M² Pasang lantai ubin t eralux marmer ukuran 30 x 30 cm PPL 6.15 6.15.1 Bahan Teralux Marmer 30 x 30 11.870 Bh Semen portland 10.000 Kg Pasir pasang 0.0450 M³ Semen warna 1.500 Kg 6.15.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

x x x x

15% x A (A+B)

3.530 1.140 0.003 0.100

Bh Kg M³ Kg

x x x x

Rp. 17,500 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

0.090 0.090 0.009 0.005

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =



15% x A (A+B)


61

PEKERJAAN PENUTUP LANTAI DAN DINDING PPL 6.28 1 M' Pasang plint ubin teralux marmer uk. 10 x 60 cm 6.28.1 Bahan Plint Teralux Marmer 10 x 60 1.700 Bh Semen portland 1.140 Kg Pasir pasang 0.003 M³ Semen warna 0.100 Kg 6.28.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh


Oh Oh Oh Oh


Oh Oh Oh Oh


Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


x x x x

Rp. 30,500 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


x x x x

Rp. 17,500 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

PPL 6.32 1 M² Pasang lantai keramik artistik ukuran 10 x 20 cm 6.32.1 Bahan Keramik Artistik 10 x 20 53.000 Bh Semen portland 8.190 Kg Pasir pasang 0.045 M³ Semen warna 2.750 Kg 6.32.2 Tenaga Pekerja Tukang Kepala tukang Mandor

= = = = =

15% x A (A+B)

PPL 6.30 1 M' Pasang plint ubin teralux marmer uk 10 x 30 cm 6.30.1 Bahan Plint Teralux Marmer 10 x 30 3.530 Bh Semen portland 1.140 Kg Pasir pasang 0.003 M³ Semen warna 0.100 Kg 6.30.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

Rp. 66,800 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

15% x A (A+B)

PPL 6.29 1 M' Pasang plint ubin teralux marmer uk. 10 x 40 cm 6.29.1 Bahan Plint Teralux Marmer 10 x 40 2.650 Bh Semen portland 1.140 Kg Pasir pasang 0.003 M³ Semen warna 0.100 Kg 6.29.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

x x x x

Oh Oh Oh Oh

x x x x

Rp. 1,850 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)


62

PEKERJAAN PENUTUP LANTAI DAN DINDING PPL 6.33 1 M² Pasang lantai keramik artistik uk. 5 x 20 cm 6.33.1 Bahan Keramik Artistik 5 x 20 106.000 Bh Semen portland 8.190 Kg Pasir pasang 0.045 M³ Semen warna 3.200 Kg 6.33.2 Tenaga Pekerja Tukang Kepala tukang Mandor


PPL 6.35 1 M² Pasang lantai keramik uk. 30 x 30 cm 6.35.1 Bahan Keramik 30 x 30 Semen portland Pasir pasang Semen warna 6.35.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor



= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

Bh Kg M³ Kg

x x x x

Rp. 6,360 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

0.700 0.350 0.035 0.035

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

26.500 10.400 0.045 1.620

Bh Kg M³ Kg

x x x x

Rp. 2,400 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

0.700 0.350 0.035 0.035

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPL 6.38 1 M² Pasang Lantai mozaik uk. 30 x 30 cm, 1 PC : 6.38.1 Bahan Mozaik 30 x 30 Semen portland Pasir pasang Semen warna

Rp. 1,100 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

11.870 10.000 0.045 1.500

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPL 6.36 1 M² Pasang lantai keramik uk 20 x 20 cm 6.36.1 Bahan Keramik 20 x 20 Semen portland Pasir pasang Semen warna

Oh Oh Oh Oh

x x x x

15% x A (A+B)

3 PP

11.870 14.150 0.039 2.000

Bh Kg M³ Kg

x x x x

Rp. 14,500 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

0.700 0.350 0.035 0.035

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =



15% x A (A+B)


63

PEKERJAAN PENUTUP LANTAI DAN DINDING PPL 6.39 1 M' Pasang Plint keramik uk. 10 x 30 cm 6.39.1 Bahan Plint Keramik 10 x 30 cm Portland Cement Pasir pasang Semen warna 6.39.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

5.300 1.140 0.003 0.025

Bh Kg M³ Kg

x x x x

Rp. 2,120 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

0.090 0.090 0.009 0.005

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPL 6.40 1 M' Pasang plint keramik uk. 10 x 10 cm 6.40.1 Bahan Plint Keramik 10 x 10 cm Portland Cement Pasir pasang Semen warna 6.40.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

10.600 1.140 0.003 0.050

Bh Kg M³ Kg

x x x x

Rp. 1,300 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

0.090 0.090 0.009 0.005

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPL 6.41 1 M' Pasang plint keramik uk. 5 x 20 cm 6.41.1 Bahan Plint Keramik 10 x 20 cm Portland Cement Pasir pasang Semen warna 6.41.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

15% x A (A+B)

15% x A (A+B)

5.300 0.570 0.002 0.013

Bh Kg M³ Kg

x x x x

Rp. 1,850 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

0.090 0.090 0.009 0.005

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


. A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan 1 M² Pasang lantai granito uk. 60 x 60 cm PPL 6.43 6.43.1 Bahan Granito 60 x 60 Portland Cement Pasir pasang Semen warna 6.43.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

15% x A (A+B)

2.760 8.190 0.045 0.650

Bh Kg M³ Kg

x x x x

Rp. 89,600 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

0.700 0.350 0.035 0.035

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


. A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan

15% x A (A+B)


64

PEKERJAAN PENUTUP LANTAI DAN DINDING 1 M² Pasang lantai karpet PPL 6.44 6.44.1 Bahan Karpet wool Lem 6.44.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

1.050 M² 0.350 Kg

x Rp. 65,000 = Rp. x Rp. 21,000 = Rp. Jumlah (1) = Rp.

0.170 0.170 0.017 0.009

x x x x

Oh Oh Oh Oh

. A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan 1 M² Pasang underlayer/pelapis bawah karpet PPL 6.45 6.45.1 Bahan Underlayer/Pelapis Lem 6.45.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

15% x A (A+B)

0.120 0.120 0.012 0.006

x x x x

Oh Oh Oh Oh


Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


1.050 M² 0.600 Kg


0.700 0.350 0.035 0.035

x x x x

. A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPL 6.47 1 M² Pasang lantai kayu (gymfloor) 6.47.1 Bahan Gymfloor Lem





= = = = = = = =

1.050 M² 0.350 Kg

.

1 M² Pasang lantai parquit kayu PPL 6.46 6.46.1 Bahan Parquet Lem

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


1.050 M² 0.600 Kg


0.700 0.350 0.035 0.035

x x x x


Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =



65

PEKERJAAN PENUTUP LANTAI DAN DINDING 1 M² Pasang dinding porselen uk. 11 x 11 cm PPL 6.48 6.48.1 Bahan Porceline 11 x 11 Semen portland Pasir pasang Semen warna

86.000 Bh 9.300 Kg 0.018 M³ 1.500 Kg


1.000 0.500 0.050 0.050

Oh Oh Oh Oh

x x x x

Rp. 1,100 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


. A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan 1 M² Pasang dinding porselin uk. 15 x 15 cm PPL 6.49 6.49.1 Bahan Porceline 15 x 15 Semen portland Pasir pasang Semen warna

15% x A (A+B)

45.000 Bh 9.300 Kg 0.018 M³ 2.750 Kg


0.900 0.450 0.045 0.045 . A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan

Oh Oh Oh Oh

0.900 0.450 0.045 0.045

Rp. 2,250 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

1 M² Pasang dinding keramik artistik uk. 10 x 20 cm PPL 6.51 6.51.1 Bahan Porceline 10 x 20 53.000 Bh Semen portland 9.300 Kg Pasir pasang 0.018 M³ Semen warna 2.750 Kg 6.51.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

x x x x

Oh Oh Oh Oh

x x x x

Rp. 1,850 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =



15% x A (A+B)

1 M² Pasang dinding keramik artistik uk. 5 x 20 cm PPL 6.52 6.52.1 Bahan Keramik Artistik 5x20 106.000 Bh Semen portland 9.300 Kg Pasir pasang 0.018 M³ Semen warna 2.900 Kg 6.52.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

x x x x

Rp. 1,100 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)


66

PEKERJAAN PENUTUP LANTAI DAN DINDING 1 M² Pasang dinding keramik uk. 10 x 20 cm PPL 6.53 6.53.1 Bahan Keramik Artistik 10 x 20 Semen portland Pasir pasang Semen warna 6.53.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

53.000 9.300 0.018 2.750

Bh Kg M³ Kg

x x x x

Rp. 1,850 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

0.900 0.450 0.045 0.045

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


. A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan 1 M² Pasang dinding keramik uk. 20 x 20 cm PPL 6.54 6.54.1 Bahan Keramik 20x20 Semen portland Pasir pasang Semen warna

15% x A (A+B)

26.500 Bh 9.300 Kg 0.018 M³ 1.940 Kg



1 M² Pasang dinding marmer uk. 60 x 60 cm PPL 6.55 6.55.1 Bahan Marmer 60x60 Paku 12 cm Semen portland Pasir pasang Semen warna 6.55.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

Oh Oh Oh Oh

Rp. 2,400 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

2.760 3.003 12.440 0.025 0.650

M² Bh Kg M³ Kg

x x x x x

Rp. 112,000 Rp. 18,900 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = = =


1.300 0.650 0.065 0.065

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =



15% x A (A+B)

1 M² Pasang dinding bata pelapis uk. 3 x 7 x 24 cm PPL 6.56 6.56.1 Bahan Bata pelapis 3x7x24 63.000 Bh Semen portland 12.440 Kg Pasir pasang 0.025 M³ Semen warna 2.750 Kg 6.56.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

x x x x


Oh Oh Oh Oh

x x x x

Rp. 2,040 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)


67

PEKERJAAN PENUTUP LANTAI DAN DINDING 1 M² M² Pasang dinding batu paras PPL PPL 6.5 6.57 6.57.1 Bahan Batu Paras Semen portland Pasir pasang

1.100 M² M² 11.750 Kg 0.035 M³

6.5 6.57.2 Tena Tenaga ga Pekerja Tukang batu Kepala tukang Mandor


1 M² M² Pasang dinding batu tempel hitam PPL PPL 6.5 6.58 6.58.1 Bahan Batu tempel hitam Semen portland Pasir pasang

Oh Oh Oh Oh Oh


1 M² M² Pasang lantai vinyl uk. 30 x 30 cm PPL PPL 6.5 6.59 6.59.1 Bahan Vynil karet 30 x 30 cm KL I Lem vinyl

Oh Oh Oh Oh Oh


1 M² M² Pasang wallpaper, lebar 50 cm PPL PPL 6.6 6.60 6.60.1 Bahan W allpaper Lem 6.6 6.60.2 Tena Tenaga ga Pekerja Tukang batu Kepala tukang Mandor

Rp. Rp. Rp. Rp.

x x x x

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp Rp Rp Rp

x Rp. 157,500 x Rp R p. 1,362 x Rp. 106,050 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

x x x x

= = = = = = = =


Rp. 75,000 Rp Rp. 100,000 Rp R p. 110,000 Rp. 100,000 Jumlah (2)


15% x A (A+B)

11.870 Bh 0.350 Kg Kg


= = = =

15% x A (A+B)

1.100 M² 11.750 Kg 0.035 M³


x Rp Rp. 210,000 x Rp R p. 1,362 x Rp. 106,050 Jumlah (1)

Oh Oh Oh Oh Oh

x Rp. 9,800 = Rp Rp. x Rp. 25,000 = Rp. Jumlah (1) = Rp. x x x x


15% x A (A+B)

= = = = = = = =


2.200 M' 0.250 Kg


0.350 0.175 0.017 0.002

x x x x


Oh Oh O h Oh Oh


15% x A (A+B)

= = = = = = = =



68

PEKERJAAN PENUTUP LANTAI DAN DINDING 1 M² M² Pasang floor hardener PPL PPL 6.6 6.61 6.61.1 Bahan Floor hardener 6.6 6.61.2 Tena Tenaga ga Pekerja Tukang batu Kepala tukang Mandor

5.000 Kg

x Rp Rp. 4,090 = Rp. Jumlah (1) = Rp.

0.120 0.120 0.012 0.006

x x x x


Oh Oh O h Oh Oh

15% x A (A+B) Jumlah (1) + (2)

1 M' M' Pasang plint vinyl uk. 30 x 30 cm dengan perekat PPL PPL 6.6 6.62 6.62.1 Bahan Vynil karet 30 x 30 cm KL II 1.760 Bh Lem vinyl 0.080 Kg Kg 6.6 6.62.2 Tena Tenaga ga Pekerja Tukang batu Kepala tukang Mandor

0.080 0.080 0.008 0.004

Oh Oh O h Oh Oh

x x x x




15% x A (A+B)

1 M' M' Pasang plint kayu kelas II tebal 2 cm, lebar 10 cm PPL PPL 6.6 6.63 6.63.1 Bahan Papan kayu kelas II 0.003 M³ Paku Skrup 0.050 Kg Kg

Oh Oh Oh Oh Oh

= = = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp Rp Rp Rp Rp.

x Rp. 9,080 = Rp Rp. x Rp. 25,000 = Rp. Jumlah (1) = Rp.



= = = = = = = =


x Rp. 6,818,590 = Rp. x Rp. 26,250 = Rp. Jumlah (1) = Rp. x x x x


15% x A (A+B)

= = = = = = = =


***********LANJUT PEKERJAAN CAT


69

57,018.00 13,347.60 4,772.25 75,137.85 18,750.00 12,500.00 1,430.00 1,300.00 33,980.00 109,117.85 16,367.68 125,485.53

281,775.00 13,347.60 4,772.25 4,695.60 304,590.45 18,750.00 12,500.00 1,430.00 1,300.00 33,980.00 338,570.45 50,785.57 389,356.02

311,706.20 13,620.00 4,772.25 5,418.00 335,516.45 19,500.00 13,000.00 1,430.00 1,300.00 35,230.00 370,746.45 55,611.97 426,358.42

347,200.00 13,075.20 4,772.25 5,418.00 370,465.45 18,000.00 12,000.00 1,320.00 1,200.00 32,520.00 402,985.45 60,447.82 463,433.27


70

326,196.00 13,347.60 4,772.25 4,695.60 349,011.45 18,750.00 12,500.00 1,430.00 1,300.00 33,980.00 382,991.45 57,448.72 440,440.17

352,539.00 13,620.00 4,772.25 5,418.00 376,349.25 19,500.00 13,000.00 1,430.00 1,300.00 35,230.00 411,579.25 61,736.89 473,316.14

48,760.00 1,552.68 318.15 361.20 50,992.03 6,750.00 9,000.00 990.00 500.00 17,240.00 68,232.03 10,234.80 78,466.83

61,775.00 1,552.68 318.15 361.20 64,007.03 6,750.00 9,000.00 990.00 500.00 17,240.00 81,247.03 12,187.05 93,434.08


71

113,560.00 1,552.68 318.15 361.20 115,792.03 6,750.00 9,000.00 990.00 500.00 17,240.00 133,032.03 19,954.80 152,986.83

80,825.00 1,552.68 318.15 361.20 83,057.03 6,750.00 9,000.00 990.00 500.00 17,240.00 100,297.03 15,044.55 115,341.58

61,775.00 1,552.68 318.15 361.20 64,007.03 6,750.00 9,000.00 990.00 500.00 17,240.00 81,247.03 12,187.05 93,434.08

98,050.00 11,154.78 4,772.25 9,933.00 14,705.25 52,500.00 35,000.00 3,850.00 3,500.00 94,850.00 109,555.25 16,433.29 125,988.54


72

116,600.00 11,154.78 4,772.25 11,558.40 16,330.65 52,500.00 35,000.00 3,850.00 3,500.00 94,850.00 111,180.65 16,677.10 127,857.75

75,493.20 13,620.00 4,772.25 5,418.00 99,303.45 52,500.00 35,000.00 3,850.00 3,500.00 94,850.00 194,153.45 29,123.02 223,276.47

63,600.00 14,164.80 4,772.25 5,851.44 88,388.49 52,500.00 35,000.00 3,850.00 3,500.00 94,850.00 183,238.49 27,485.77 210,724.26

172,115.00 19,272.30 4,135.95 7,224.00 202,747.25 52,500.00 35,000.00 3,850.00 3,500.00 94,850.00 297,597.25 44,639.59 342,236.84


73

11,236.00 1,552.68 318.15 90.30 13,197.13 6,750.00 9,000.00 990.00 500.00 17,240.00 30,437.13 4,565.57 35,002.70

13,780.00 1,552.68 318.15 180.60 15,831.43 6,750.00 9,000.00 990.00 500.00 17,240.00 33,071.43 4,960.71 38,032.14

9,805.00 776.34 159.08 46.96 10,787.37 6,750.00 9,000.00 990.00 500.00 17,240.00 28,027.37 4,204.11 32,231.48

247,296.00 11,154.78 4,772.25 2,347.80 265,570.83 52,500.00 35,000.00 3,850.00 3,500.00 94,850.00 360,420.83 54,063.12 414,483.95


74

68,250.00 7,350.00 75,600.00 12,750.00 17,000.00 1,870.00 900.00 32,520.00 108,120.00 16,218.00 124,338.00

109,725.00 7,350.00 117,075.00 9,000.00 12,000.00 1,320.00 600.00 22,920.00 139,995.00 20,999.25 160,994.25

331,275.00 12,600.00 343,875.00 52,500.00 35,000.00 3,850.00 3,500.00 94,850.00 438,725.00 65,808.75 504,533.75

220,500.00 12,600.00 233,100.00 52,500.00 35,000.00 3,850.00 3,500.00 94,850.00 327,950.00 49,192.50 377,142.50


75

94,600.00 12,666.60 1,908.90 5,418.00 114,593.50 75,000.00 50,000.00 5,500.00 5,000.00 135,500.00 250,093.50 37,514.03 287,607.53

101,250.00 12,666.60 1,908.90 9,933.00 125,758.50 67,500.00 45,000.00 4,950.00 4,500.00 121,950.00 247,708.50 37,156.28 284,864.78

98,050.00 12,666.60 1,908.90 9,933.00 122,558.50 67,500.00 45,000.00 4,950.00 4,500.00 121,950.00 244,508.50 36,676.28 281,184.78

116,600.00 12,666.60 1,908.90 10,474.80 141,650.30 67,500.00 45,000.00 4,950.00 4,500.00 121,950.00 263,600.30 39,540.05 303,140.35


76

98,050.00 12,666.60 1,908.90 9,933.00 122,558.50 67,500.00 45,000.00 4,950.00 4,500.00 121,950.00 244,508.50 36,676.28 281,184.78

63,600.00 12,666.60 1,908.90 7,007.28 85,182.78 67,500.00 45,000.00 4,950.00 4,500.00 121,950.00 207,132.78 31,069.92 238,202.70

309,120.00 56,756.70 16,943.28 2,651.25 2,347.80 387,819.03 97,500.00 65,000.00 7,150.00 6,500.00 176,150.00 563,969.03 84,595.35 648,564.38

128,520.00 16,943.28 2,651.25 9,933.00 158,047.53 75,000.00 50,000.00 5,500.00 5,000.00 135,500.00 293,547.53 44,032.13 337,579.66


77

231,000.00 16,003.50 3,711.75 250,715.25 52,500.00 35,000.00 3,850.00 3,500.00 94,850.00 345,565.25 51,834.79 397,400.04

173,250.00 16,003.50 3,711.75 192,965.25 52,500.00 35,000.00 3,850.00 3,500.00 94,850.00 287,815.25 43,172.29 330,987.54

116,326.00 8,750.00 125,076.00 11,250.00 15,000.00 1,650.00 800.00 28,700.00 153,776.00 23,066.40 176,842.40

165,000.00 5,250.00 170,250.00 26,250.00 17,500.00 1,870.00 200.00 45,820.00 216,070.00 32,410.50 248,480.50


78

20,450.00 20,450.00 9,000.00 12,000.00 1,320.00 600.00 22,920.00 43,370.00 6,505.50 49,875.50 43,370.00

15,980.80 2,000.00 17,980.80 6,000.00 8,000.00 880.00 400.00 15,280.00 33,260.80 4,989.12 38,249.92

20,455.77 1,312.50 21,768.27 9,000.00 12,000.00 1,320.00 600.00 22,920.00 44,688.27 6,703.24 51,391.51


79

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN KUNCI DAN KACA PKK 6.1 6.1.1

6.1.2

1 buah pasang kunci tanam antik Bahan Kunci tanam antik

1.000

Bh

x Rp. 214,500 = Rp. Jumlah (1) = Rp.

Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

0.060 0.600 0.060 0.003

Oh Oh Oh Oh

x x x x

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PKK 6.2 6.2.1

6.1.2

6.3.2

6.4.2

15% x A (A+B)

= = = = = = = =


1.000

Bh

x Rp. 65,000 = Rp. Jumlah (1) = Rp.


0.010 0.500 0.010 0.005

Oh Oh Oh Oh

x x x x

1 buah pasang kunci tanam kamar mandi Bahan Kunci tanam kamar mandi Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

1 buah pasang kunci silinder Bahan Kunci silinder Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

Rp. Rp. Rp. Rp. Jumlah

75,000 100,000 110,000 100,000 (2)

15% x A (A+B)

= = = = = = = =


1.000

Bh

x Rp. 35,300 = Rp. Jumlah (1) = Rp.

0.005 0.500 0.005 0.0025

Oh Oh Oh Oh

x x x x


75,000 100,000 110,000 100,000 (2)

1 buah pasang kunci tanam biasa Bahan Kunci tanam biasa




75,000 100,000 110,000 100,000 (2)

15% x A (A+B)

= = = = = = = =


1.000

Bh

x Rp. 36,000 = Rp. Jumlah (1) = Rp.

0.005 0.500 0.005 0.00025

Oh Oh Oh Oh

x x x x



15% x A (A+B)

75,000 100,000 110,000 100,000 (2)

= = = = = = = =


Pekerjaan Kunci dan Kaca

80

PEKERJAAN KUNCI DAN KACA PKK 6.5 6.5.1

6.5.2

1 buah pasang engsel pintu Bahan engsel pintu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

1.000

Bh

x Rp. 14,120 = Rp. Jumlah (1) = Rp.

0.015 0.150 0.015 0.00075

Oh Oh Oh Oh

x x x x


6.6.2

1 buah pasang engsel jendela kupu-kupu Bahan Engsel jendela Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

6.7.2

6.9.2

15% x A (A+B)

= = = = = = = =


Bh

x Rp. 8,400 = Rp. Jumlah (1) = Rp.

0.010 0.100 0.010 0.0005

Oh Oh Oh Oh

x x x x


75,000 100,000 110,000 100,000 (2)

15% x A (A+B)

= = = = = = = =


1 buah pasang engsel angin Bahan Engsel angin

1.000

Bh

x Rp. 7,030 = Rp. Jumlah (1) = Rp.


0.020 0.200 0.020 0.010

Oh Oh Oh Oh

x x x x


75,000 100,000 110,000 100,000 (2)

1.000



1 buah pasang kait angin Bahan Kait angin Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor


75,000 100,000 110,000 100,000 (2)

15% x A (A+B)

= = = = = = = =


1.000

Bh

x Rp. 19,120 = Rp. Jumlah (1) = Rp.

0.015 0.150 0.015 0.00075

Oh Oh Oh Oh

x x x x



15% x A (A+B)

75,000 100,000 110,000 100,000 (2)

= = = = = = = =



81

PEKERJAAN KUNCI DAN KACA PKK 6.10 1 buah pasang door closer 6.10.1 Bahan Door closer 6.10.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

1.000

Bh

x Rp. 210,000 = Rp. Jumlah (1) = Rp.

0.050 0.500 0.050 0.0025

Oh Oh Oh Oh

x x x x

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PKK 6.11 1 buah pasang kunci selot 6.11.1 Bahan Kunci selot 6.11.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor


x Rp. 27,230 = Rp. Jumlah (1) = Rp.

0.020 0.200 0.020 0.001

Oh Oh Oh Oh

x x x x


6.13.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

15% x A (A+B)

= = = = = = = =

Bh

PKK 6.12 1 buah pasang pegangan pintu / door holder 6.12.1 Bahan Pegangan pintu/door holder 1.000

PKK 6.13 1 buah pasang door stop 6.13.1 Bahan Door stop

75,000 100,000 110,000 100,000 (2)

1.000





75,000 100,000 110,000 100,000 (2)

15% x A (A+B)

= = = = = = = =


Bh

x Rp. 105,000 = Rp. Jumlah (1) = Rp.

Oh Oh Oh Oh

x x x x


75,000 100,000 110,000 100,000 (2)

15% x A (A+B)

= = = = = = = =


1.000

Bh

x Rp. 38,120 = Rp. Jumlah (1) = Rp.

0.010 0.100 0.010 0.0005

Oh Oh Oh Oh

x x x x



15% x A (A+B)

75,000 100,000 110,000 100,000 (2)

= = = = = = = =



82

PEKERJAAN KUNCI DAN KACA PKK 6.14 1 buah pasang rel pintu dorong 6.14.1 Bahan Rel pintu dorong 6.14.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

1.000

Bh

x Rp. 160,330 = Rp. Jumlah (1) = Rp.

0.060 0.600 0.060 0.003

Oh Oh Oh Oh

x x x x

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PKK 6.15 1 buah pasang kunci lemari 6.15.1 Bahan Kunci lemari 6.15.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor



x Rp. 12,340 = Rp. Jumlah (1) = Rp.

0.025 0.250 0.025 0.00125

Oh Oh Oh Oh

x x x x

Oh Oh Oh Oh


75,000 100,000 110,000 100,000 (2)

Oh Oh Oh Oh

= = = = = = = =


x Rp. 90,000 = Rp. Jumlah (1) = Rp. x x x x


75,000 100,000 110,000 100,000 (2)

15% x A (A+B)

1.100 M²

0.0155 0.1550 0.0155 0.00075


15% x A (A+B)

1.100 M²



15% x A (A+B)

= = = = = = = =

Bh

0.015 0.150 0.015 0.00075

PKK 6.17 1 M² pasang kaca, tebal 5 mm 6.17.1 Bahan Kaca Polos tbl. 5 mm

75,000 100,000 110,000 100,000 (2)

1.000

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PKK 6.16 1 M² pasang kaca, tebal 3 mm 6.16.1 Bahan Kaca Polos tbl. 3 mm


= = = = = = = =




15% x A (A+B)

75,000 100,000 110,000 100,000 (2)

= = = = = = = =



83

PEKERJAAN KUNCI DAN KACA PKK 6.18 1 M² pasang kaca, tebal 8 mm 6.18.1 Bahan Kaca Polos tbl. 8 mm 6.18.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

1.100 M²


PKK 6.19 1 M² pasang kaca buram, tebal 5 mm 6.19.1 Bahan Kaca buram/rayban tbl.5 m Sealent 6.19.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor



A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PKK 6.21 1 M² pasang kaca cermin, tebal 8 mm 6.21.1 Bahan Kaca cermin tebal 8 mm 6.21.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

Oh Oh Oh Oh

Oh Oh Oh Oh


75,000 100,000 110,000 100,000 (2)

Oh Oh Oh Oh

= = = = = = = =




75,000 100,000 110,000 100,000 (2)

= = = = = = = =




75,000 100,000 110,000 100,000 (2)

15% x A (A+B)

1.100 M²

0.0165 0.165 0.0165 0.0008


15% x A (A+B)

1.100 M²

0.0155 0.1550 0.0155 0.00075

x x x x

15% x A (A+B)

1.100 M² 0.050 Kg

0.0155 0.1550 0.0155 0.00075

PKK 6.20 1 M² pasang kaca cermin, tebal 5 mm 6.20.1 Bahan Kaca cermin tebal 5 mm

Oh Oh Oh Oh

x Rp. 258,720 = Rp. Jumlah (1) = Rp.

= = = = = = = =




15% x A (A+B)

75,000 100,000 110,000 100,000 (2)

= = = = = = = =



84

PEKERJAAN KUNCI DAN KACA PKK 6.23 1 M² pasang kaca "wireglass" , tebal 5 mm 6.23.1 Bahan Kaca Wireglass 1.100 M² 6.23.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor


PKK 6.24 1 M² pasang kaca patri, tebal 5 mm 6.24.1 Bahan Kaca Patri 6.24.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor



Oh Oh Oh Oh



75,000 100,000 110,000 100,000 (2)

Oh Oh Oh Oh

= = = = = = = =




75,000 100,000 110,000 100,000 (2)

15% x A (A+B)

1.100 M²

0.0155 0.1550 0.0155 0.00075

x x x x

15% x A (A+B)

1.100 M²

0.0250 0.2500 0.0250 0.00125

PKK 6.24A 1 M² pasang kaca Reyben, tebal 5 mm 6.24.1 Bahan Kaca Reyben

Oh Oh Oh Oh

x Rp. 151,250 = Rp. Jumlah (1) = Rp.

= = = = = = = =




15% x A (A+B)

75,000 100,000 110,000 100,000 (2)

= = = = = = = =


******LANJUT PEKERJAAN LANTAI DAN DINDING


85

214,500.00 214,500.00 4,500.00 60,000.00 6,600.00 300.00 71,400.00 285,900.00 42,885.00 328,785.00

65,000.00 65,000.00 750.00 50,000.00 1,100.00 500.00 52,350.00 117,350.00 17,602.50 134,952.50

35,300.00 35,300.00 375.00 50,000.00 550.00 250.00 51,175.00 86,475.00 12,971.25 99,446.25

36,000.00 36,000.00 375.00 50,000.00 550.00 25.00 50,950.00 86,950.00 13,042.50 99,992.50


86

14,120.00 14,120.00 1,125.00 15,000.00 1,650.00 75.00 17,850.00 31,970.00 4,795.50 36,765.50

8,400.00 8,400.00 750.00 10,000.00 1,100.00 50.00 11,900.00 20,300.00 3,045.00 23,345.00

7,030.00 7,030.00 1,500.00 20,000.00 2,200.00 1,000.00 24,700.00 31,730.00 4,759.50 36,489.50

19,120.00 19,120.00 1,125.00 15,000.00 1,650.00 75.00 17,850.00 36,970.00 5,545.50 42,515.50


87

210,000.00 210,000.00 3,750.00 50,000.00 5,500.00 250.00 59,500.00 269,500.00 40,425.00 309,925.00

27,230.00 27,230.00 1,500.00 20,000.00 2,200.00 100.00 23,800.00 51,030.00 7,654.50 58,684.50

105,000.00 105,000.00 3,750.00 50,000.00 5,500.00 250.00 59,500.00 164,500.00 24,675.00 189,175.00

38,120.00 38,120.00 750.00 10,000.00 1,100.00 50.00 11,900.00 50,020.00 7,503.00 57,523.00


88

160,330.00 160,330.00 4,500.00 60,000.00 6,600.00 300.00 71,400.00 231,730.00 34,759.50 266,489.50

12,340.00 12,340.00 1,875.00 25,000.00 2,750.00 125.00 29,750.00 42,090.00 6,313.50 48,403.50

99,000.00 99,000.00 1,125.00 15,000.00 1,650.00 75.00 17,850.00 116,850.00 17,527.50 134,377.50

132,000.00 132,000.00 1,162.50 15,500.00 1,705.00 75.00 18,442.50 150,442.50 22,566.38 173,008.88


89

284,592.00 284,592.00 1,237.50 16,500.00 1,815.00 80.00 19,632.50 304,224.50 45,633.68 349,858.18

137,500.00 1,966.50 139,466.50 1,162.50 15,500.00 1,705.00 75.00 18,442.50 157,909.00 23,686.35 181,595.35

176,000.00 176,000.00 1,162.50 15,500.00 1,705.00 75.00 18,442.50 194,442.50 29,166.38 223,608.88

284,592.00 284,592.00 1,237.50 16,500.00 1,815.00 80.00 19,632.50 304,224.50 45,633.68 349,858.18


90

166,375.00 166,375.00 1,162.50 15,500.00 1,705.00 75.00 18,442.50 184,817.50 27,722.63 212,540.13

186,340.00 186,340.00 1,875.00 25,000.00 2,750.00 125.00 29,750.00 216,090.00 32,413.50 248,503.50

137,500.00 137,500.00 1,162.50 15,500.00 1,705.00 75.00 18,442.50 155,942.50 23,391.38 179,333.88


91

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN PENUTUP ATAP PPA 6.7 6.7.1

1 M² Pasang roof light fiberglass ( 180 x 90 ) cm Bahan Roof light fibreglass Paku biasa ½ " - 1"

6.7. 2 T enaga Pekerja Tukang Kayu Kepala Tukang Mandor

0.600 Lbr 0.050 Kg


0.140 0.067 0.007 0.007

x x x x

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.11 1 M² Pasang atap asbes gelombang 6.11.1 Bahan Atap asbes gelombang Paku seng 6.11.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor




0.140 0.070 0.007 0.007

x x x x

Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


1.20 Lbr 0.050 Bh


0.084 0.125 0.013 0.004

x x x x

Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


11.00 Bh 0.03 Kg


0.200 0.100 0.010 0.010

x x x x

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.31 1 M² Pasang atap genteng aspal 6.31.1 Bahan Genteng Aspal Tripleks tebal 4 mm Paku biasa ½" - 1" Plastic aerator

15% x A (A+B)

= = = = = = = =


A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.30 1 M² Pasang atap genteng beton 6.30.1 Bahan Atap genteng beton Paku biasa 2" - 5"

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

0.750 Lbr 0.120 Kg

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.22 1 M' Pasang nok asbes 6.22.1 Bahan Nok Asbes Paku seng

Oh Oh Oh Oh

6.900 0.350 0.030 0.500

Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

Lbr Lbr Kg Bh

x x x x

Rp. 29,350 Rp. 70,350 Rp. 18,900 Rp. 27,500 Jumlah (1)

= = = = = = = =


= = = = =

Rp. Rp. Rp. Rp. Rp.

Pekerjaan Penutup Atap

92

PEKERJAAN PENUTUP ATAP 6.31.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor


PPA 6.32 1 M² Pasang atap genteng Metal 6.32.1 Bahan Atap genteng Metal Paku biasa 2" - 5" 6.32.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor



15% x A (A+B)

= = = = = = = =


0.200 0.100 0.010 0.010

x x x x

Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


60.00 Bh 0.200 Kg


0.166 0.250 0.025 0.008

x x x x

Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


3.50 0.050 10.800 0.032 1.000

Bh Kg Kg M³ Kg

x x x x x

Rp. 8,400 Rp. 18,900 Rp. 1,362 Rp. 106,050 Rp. 3,612 Jumlah (1)

= = = = = =


0.400 0.200 0.020 0.020

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


= = = =

Rp. Rp. Rp. Rp.

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.35 1 M' Pasang nok genteng aspal 6.35.1 Bahan Genteng Aspal Paku biasa ½" - 1" Kayu Papan kelas II

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)


A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.34 1 M' Pasang nok genteng beton 6.34.1 Bahan Nok atap Genteng beton Paku biasa 2" x 5" Semen PC Pasir pasang Semen warna

x x x x

1.02 Lbr 0.200 Kg

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.33 1 M² Pasang atap sirap 6.33.1 Bahan Atap Sirap Paku biasa ½" - 1"

Oh Oh Oh Oh

15% x A (A+B)

2.00 Bh 0.050 Kg 0.0035 M³

x Rp. 29,350 x Rp. 18,900 x Rp. 6,818,590 Jumlah (1)


93

PEKERJAAN PENUTUP ATAP 6.35.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor


PPA 6.36 1 M' Pasang nok genteng metal 6.36.1 Bahan Nok Genteng Metal Paku biasa ½" - 1" 6.36.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor




15% x A (A+B)

= = = = = = = =


0.250 0.150 0.015 0.013

x x x x

Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


0.400 0.060 0.050 0.004

Lbr Kg Kg M³

x x x x

Rp. 76,650 Rp. 18,900 Rp. 18,900 Rp. 6,818,590 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

0.125 0.250 0.025 0.006

Oh Oh Oh Oh

x x x x

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

0.700 Lbr 0.040 Kg


0.120 0.060 0.006 0.006

x x x x

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.39 1 M' Pasang Nok Atap Seng 6.39.1 Bahan Seng plat 3" x 6" BJLS 35 Paku Seng

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)


A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.38 1 M2 Pasang atap seng gelombang 6.38.1 Bahan Seng Gelombang 3"x 6" BJLS 35 Paku seng

x x x x

1.10 Bh 0.050 Kg

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.37 1 M' Pasang nok sirap 6.37.1 Bahan Seng plat 3" x 6" BJLS 35 Paku biasa ½" - 1" Paku biasa 2" - 5" Kayu Papan kelas II

Oh Oh Oh Oh

Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


0.300 Lbr 0.020 Kg


0.150 0.070 0.008 0.006

x x x x


Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =



94

PEKERJAAN PENUTUP ATAP PPA 6.40 1 M2 Pasang atap aluminium 6.40.1 Bahan Atap Aluminium gelombang tebal 0,55 Paku hak panjang 15 cm 6.40.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor

1.050 M² 0.020 Kg


0.150 0.075 0.008 0.006

x x x x

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.41 1 M2 Pasang nok aluminium 6.41.1 Bahan Rabung Alluminium standard 40 cm 18 swg 22 Paku hak panjang 15 cm 6.41.2 Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor


Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


1.200 M² 0.040 Kg


0.100 0.100 0.010 0.010

x x x x

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PPA 6.42 1 M2 Pasang aluminium foil 6.42.1 Bahan Alluminium foil

Oh Oh Oh Oh

Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


1.050 M²

x Rp. 37,000 = Rp. Jumlah (1) = Rp.

0.150 0.050 0.005 0.008

x x x x


Oh Oh Oh Oh

Rp. 75,000 Rp. 100,000 Rp. 110,000 Rp. 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


*********LANJUT PEKERJAA


95

27,834.00 945.00 28,779.00 10,500.00 6,700.00 770.00 700.00 18,670.00 47,449.00 7,117.35 54,566.35

26,460.00 5,085.60 31,545.60 10,500.00 7,000.00 770.00 700.00 18,970.00 50,515.60 7,577.34 58,092.94

13,860.00 2,119.00 15,979.00 6,300.00 12,500.00 1,430.00 400.00 20,630.00 36,609.00 5,491.35 42,100.35

88,770.00 567.00 89,337.00 15,000.00 10,000.00 1,100.00 1,000.00 27,100.00 116,437.00 17,465.55 133,902.55

202,515.00 24,622.50 567.00 13,750.00 241,454.50


96

15,000.00 30,000.00 330.00 1,000.00 46,330.00 287,784.50 43,167.68 330,952.18

87,720.00 3,780.00 91,500.00 15,000.00 10,000.00 1,100.00 1,000.00 27,100.00 118,600.00 17,790.00 136,390.00

61,800.00 3,780.00 65,580.00 12,450.00 25,000.00 2,750.00 800.00 41,000.00 106,580.00 15,987.00 122,567.00

29,400.00 945.00 14,709.60 3,393.60 3,612.00 52,060.20 30,000.00 20,000.00 2,200.00 2,000.00 54,200.00 106,260.20 15,939.03 122,199.23

58,700.00 945.00 23,865.07 83,510.07


97

9,375.00 25,000.00 2,750.00 600.00 37,725.00 121,235.07 18,185.26 139,420.32

45,254.00 945.00 46,199.00 18,750.00 15,000.00 1,650.00 1,300.00 36,700.00 82,899.00 12,434.85 95,333.85

30,660.00 1,134.00 945.00 27,274.36 60,013.36 9,375.00 25,000.00 2,750.00 600.00 37,725.00 97,738.36 14,660.75 112,399.11

53,655.00 1,695.20 55,350.20 9,000.00 6,000.00 660.00 600.00 16,260.00 71,610.20 10,741.53 82,351.73

22,995.00 847.60 23,842.60 11,250.00 7,000.00 880.00 600.00 19,730.00 43,572.60 6,535.89 50,108.49


98

103,089.00 610.60 103,699.60 11,250.00 7,500.00 880.00 600.00 20,230.00 123,929.60 18,589.44 142,519.04

57,468.00 1,221.20 58,689.20 7,500.00 10,000.00 1,100.00 1,000.00 19,600.00 78,289.20 11,743.38 90,032.58

38,850.00 38,850.00 11,250.00 5,000.00 550.00 800.00 17,600.00 56,450.00 8,467.50 64,917.50 KUNCI KACA


99

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN BETON PB 6.1 6.1.1

6.1.2

PB 6.2 6.2.1

6.2.2

1 M³ Membuat beton mutu f'c = 7.4 Mpa (K 100), slump (12 ± 2) cm, w/c = 0.87 Bahan Semen portland 247.000 Kg x Rp. 1,362 Pasir beton 869.000 Kg x Rp. 72.14 Kerikil beton 999.000 Kg x Rp. 140.74 Air 215.000 Ltr x Rp. 1.17 Jumlah (1) Tenaga Pekerja 1.650 Oh x Rp. 75,000 Tukang batu 0.275 Oh x Rp. 100,000 Kepala tukang 0.028 Oh x Rp. 110,000 Mandor 0.083 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) 1 M³ Membuat beton mutu f'c = 9.8 Mpa (K 125), slump (12 ± 2) cm, w/c = 0.78 Bahan Semen portland 276.000 Kg x Rp. 1,362 Pasir beton 828.000 Kg x Rp. 72.14 Kerikil beton 1012.000 Kg x Rp. 140.74 Air 215.000 Ltr x Rp. 1.17 Jumlah (1) Tenaga Pekerja 1.650 Oh x Rp. 75,000 Tukang batu 0.275 Oh x Rp. 100,000 Kepala tukang 0.028 Oh x Rp. 110,000

Mandor

0.083 Oh A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan

PB 6.3 6.3.1

6.3.2

15% x A (A+B)


6.4.2

Rp.

x

Rp.

15% x A (A+B)

= = = = =

Rp. Rp. Rp. Rp. Rp.

= = = = = = = =

Rp. Rp. Rp. Rp. Rp. Rp Rp Rp (1PC

= = = = =

Rp. Rp. Rp. Rp. Rp.

= = =

Rp. Rp. Rp.

100,000 = Rp. Jumlah (2) = Rp. = Rp = Rp = Rp

1 M³ Membuat beton mutu f'c = 12.2 Mpa (K 150), slump (12 ± 2) cm, w/c = 0.72 Bahan Semen portland 299.000 Kg x Rp. 1,362 Pasir beton 799.000 Kg x Rp. 72.14 Kerikil beton 1017.000 Kg x Rp. 140.74 Air 215.000 Ltr x Rp. 1.17 Jumlah (1) Tenaga Pekerja 1.650 Oh x Rp. 75,000 Tukang batu 0.275 Oh x Rp. 100,000 Kepala tukang 0.028 Oh x Rp. 110,000

Mandor

PB 6.4 6.4.1

x

(1PC

(1PC

= = = = =

Rp. Rp. Rp. Rp. Rp.

= = =

Rp. Rp. Rp.


1 M³ Membuat lantai kerja beton mutu f'c = 7.4 Mpa (K 100), slump (3 - 6) cm, w/c = 0.87

Bahan Semen portland Pasir beton Kerikil beton Air

230.000 893.000 1027.000 200.000

Kg Kg Kg Ltr

x x x x

Rp. Rp. Rp. Rp.

Tenaga Pekerja Tukang batu Kepala tukang

1.200 Oh 0.200 Oh 0.020 Oh

x x x

Rp. Rp. Rp.

Mandor

0.060 Oh

x

Rp.


15% x A (A+B)

(1PC

1,362 72.14 140.74 1.17 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.

75,000 = 100,000 = 110,000 =

Rp. Rp. Rp.


Pekerjaan Beton

100

PEKERJAAN BETON PB 6.5 6.5.1

6.5.2

1 M³ Membuat beton mutu f'c = 14.5 Mpa (K 175), slump (12 ± 2) cm, w/c = 0.66 Bahan Semen portland 326.000 Kg x Rp. 1,362 Pasir beton 760.000 Kg x Rp. 72.14 Kerikil beton 1029.000 Kg x Rp. 140.74 Air 215.000 Ltr x Rp. 1.17 Jumlah (1) Tenaga Pekerja 1.650 Oh x Rp. 75,000 Tukang batu 0.275 Oh x Rp. 100,000 Kepala tukang 0.028 Oh x Rp. 110,000

Mandor


PB 6.6 6.6.1

6.6.2

PB 6.7 6.7.1

6.7.2

PB 6.8 6.8.1

6.8.2

x

Rp.

15% x A (A+B)

(1PC

= = = = =

Rp. Rp. Rp. Rp. Rp.

= = =

Rp. Rp. Rp.


1 M³ Membuat beton mutu f'c = 16.9 Mpa (K 200), slump (12 ± 2) cm, w/c = 0.61 Bahan Semen portland 352.000 Kg x Rp. 1,362 Pasir beton 731.000 Kg x Rp. 72.14 Kerikil beton 1031.000 Kg x Rp. 140.74 Air 215.000 Ltr x Rp. 1.17 Jumlah (1) Tenaga Pekerja 1.650 Oh x Rp. 75,000 Tukang batu 0.275 Oh x Rp. 100,000 Kepala tukang 0.028 Oh x Rp. 110,000 Mandor 0.083 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) 1 M³ Membuat beton mutu f'c = 19.3 Mpa (K 225), slump (12 ± 2) cm, w/c = 0.58 Bahan Semen portland 371.000 Kg x Rp. 1,362 Pasir beton 698.000 Kg x Rp. 72.14 Kerikil beton 1047.000 Kg x Rp. 140.74 Air 215.000 Ltr x Rp. 1.17 Jumlah (1) Tenaga Pekerja 1.650 Oh x Rp. 75,000 Tukang batu 0.275 Oh x Rp. 100,000 Kepala tukang 0.028 Oh x Rp. 110,000 Mandor 0.083 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) 1 M³ Membuat beton mutu f'c = 21.7 Mpa (K 250), slump (12 ± 2) cm, w/c = 0.56 Bahan Semen portland 384.000 Kg x Rp. 1,362 Pasir beton 692.000 Kg x Rp. 72.14 Kerikil beton 1039.000 Kg x Rp. 140.74 Air 215.000 Ltr x Rp. 1.17 Jumlah (1) Tenaga Pekerja 1.650 Oh x Rp. 75,000 Tukang batu 0.275 Oh x Rp. 100,000 Kepala tukang 0.028 Oh x Rp. 110,000 Mandor 0.083 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

(1PC

= = = = =

Rp. Rp. Rp. Rp. Rp.

= = = = = = = =


= = = = =

Rp. Rp. Rp. Rp. Rp.

= = = = = = = =


= = = = =

Rp. Rp. Rp. Rp. Rp.

= = = = = = = =


Pekerjaan Beton

101

PEKERJAAN BETON PB 6.9 6.9.1

6.9.2

1 M³ Membuat beton mutu f'c = 24.0 Mpa (K 275), slump (12 ± 2) cm, w/c = 0.53 Bahan Semen portland 406.000 Kg x Rp. 1,362 Pasir beton 684.000 Kg x Rp. 72.14 Kerikil beton 1026.000 Kg x Rp. 140.74 Air 215.000 Ltr x Rp. 1.17 Jumlah (1) Tenaga Pekerja 1.650 Oh x Rp. 75,000 Tukang batu 0.275 Oh x Rp. 100,000 Kepala tukang 0.028 Oh x Rp. 110,000 Mandor 0.083 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

PB 6.10 1 M³ Membuat beton mutu f'c = 26.4 Mpa (K 300), slump (12 ± 2) cm, w/c = 0.52 6.10.1 Bahan Semen portland 413.000 Kg x Rp. 1,362 Pasir beton 681.000 Kg x Rp. 72.14 Kerikil beton 1021.000 Kg x Rp. 140.74 Air 215.000 Ltr x Rp. 1.17 Jumlah (1) 6.10.2 Tenaga Pekerja 1.650 Oh x Rp. 75,000 Tukang batu 0.275 Oh x Rp. 100,000 Kepala tukang 0.028 Oh x Rp. 110,000 Mandor 0.083 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PB 6.11 1 M³ Membuat beton mutu f'c = 28.8 Mpa (K 325), slump (12 ± 2) cm, w/c = 0.49 6.11.1 Bahan Semen portland 439.000 Kg x Rp. 1,362 Pasir beton 670.000 Kg x Rp. 72.14 Kerikil beton 1006.000 Kg x Rp. 140.74 Air 215.000 Ltr x Rp. 1.17 Jumlah (1) 6.11.2 Tenaga Pekerja 2.100 Oh x Rp. 75,000 Tukang batu 0.350 Oh x Rp. 100,000 Kepala tukang 0.035 Oh x Rp. 110,000 Mandor 0.105 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PB 6.12 1 M³ Membuat beton mutu f'c = 31.2 Mpa (K 350), slump (12 ± 2) cm, w/c = 0.48 6.12.1 Bahan Semen portland 448.000 Kg x Rp. 1,362 Pasir beton 667.000 Kg x Rp. 72.14 Kerikil beton 1000.000 Kg x Rp. 140.74 Air 215.000 Ltr x Rp. 1.17 Jumlah (1) 6.12.2 Tenaga Pekerja 2.100 Oh x Rp. 75,000 Tukang batu 0.350 Oh x Rp. 100,000 Kepala tukang 0.035 Oh x Rp. 110,000 Mandor 0.105 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

(1PC

= = = = =

Rp. Rp. Rp. Rp. Rp.

= = = = = = = =


= = = = =

Rp. Rp. Rp. Rp. Rp.

= = = = = = = =


= = = = =

Rp. Rp. Rp. Rp. Rp.

= = = = = = = =


= = = = =

Rp. Rp. Rp. Rp. Rp.

= = = = = = = =


Pekerjaan Beton

102

PEKERJAAN BETON PB 6.17 Pembesian 10 kg besi polos / besi ulir 6.17.1 Bahan Besi beton (polos/ulir) Kawat beton 6.17.2 Tenaga Pekerja Tukang besi Kepala tukang Mandor

10.500 Kg 0.150 Kg


PB 6.18 Pasang 10 kg kabel preetressed polos/strands 6.18.1 Bahan Besi beton (polos/ulir) Kawat beton 6.18.2 Tenaga Pekerja Tukang besi Kepala tukang Mandor


6.20.2 Tenaga Pekerja Tukang kayu Kepala tukang Mandor


Rp. Rp. Rp.

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)


Oh Oh Oh Oh

= = = = = = = =

x x

Rp. Rp.

15,300 = 23,100 = Jumlah (1) =

Rp. Rp. Rp.

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


15% x A (A+B)

x x x

Rp. Rp. Rp.

3,633,730 18,900 26,250 Jumlah (1)

= Rp. = Rp. = Rp. = Rp.

0.520 0.260 0.026 0.026

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =

Oh Oh Oh Oh

15% x A (A+B)


0.045 M³ 0.300 Kg 0.100 Kg

x x x

Rp. Rp. Rp.

3,633,730 18,900 26,250 Jumlah (1)

= Rp. = Rp. = Rp. = Rp.

0.520 0.260 0.026 0.026

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PB 6.22 Pasang 1 M² bekisting untuk kolom 6.22.1 Bahan Kayu kelas III Paku biasa Minyak bekisting Balok (kayu kelas II) Tripleks tebal 9 mm Kayu dolken/bulat Ø 3" - 4"

15,300 = 23,100 = Jumlah (1) =

0.040 M³ 0.300 Kg 0.100 Kg

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan Pasang 1 M² bekisting untuk sloof PB 6.21 6.21.1 Bahan Kayu kelas III Paku biasa Minyak bekisting

Rp. Rp.

15% x A (A+B)

10.500 Kg 0.100 Kg

0.050 0.050 0.005 0.003

Pasang 1 M² bekisting untuk pondasi PB 6.20 6.20.1 Bahan Kayu kelas III Paku biasa Minyak bekisting

Oh Oh Oh Oh

x x

0.040 0.400 0.200 0.015 0.350 2.000

Oh Oh Oh Oh

15% x A (A+B)

M³ Kg Kg M³ Lbr Btg

x x x x x x



3,633,730 = Rp. 18,900 = Rp. 26,250 = Rp. 6,818,590 = Rp. 129,150 = Rp. 20,000 = Rp. Jumlah (1) = Rp.

Pekerjaan Beton

103

PEKERJAAN BETON 6.22.2 Tenaga Pekerja Tukang kayu Kepala tukang Mandor


Pasang 1 M² bekisting untuk balok PB 6.23 6.23.1 Bahan Kayu kelas III Paku biasa Minyak bekisting Balok (kayu kelas II) Tripleks tebal 9 mm Kayu dolken/bulat Ø 3" - 4" 6.23.2 Tenaga Pekerja Tukang kayu Kepala tukang Mandor



Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =



x x x x x x



0.660 0.330 0.033 0.033

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = =


0.040 0.400 0.200 0.015 0.350 6.000


x x x x x x



0.660 0.330 0.033 0.033

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan Pasang 1 M² bekisting untuk dinding PB 6.25 6.25.1 Bahan Kayu kelas III Paku biasa Minyak bekisting Balok (kayu kelas II) Tripleks tebal 9 mm Kayu dolken/bulat Ø 3" - 4"

x x x x

0.040 0.400 0.200 0.018 0.350 2.000

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan Pasang 1 M² bekisting untuk plat lantai PB 6.24 6.24.1 Bahan Kayu kelas III Paku biasa Minyak bekisting Balok (kayu kelas II) Tripleks tebal 9 mm Kayu dolken/bulat Ø 3" - 4"

Oh Oh Oh Oh

15% x A (A+B)

= = = = = = = =


0.030 0.400 0.200 0.020 0.350 3.000


x x x x x x



0.660 0.330 0.033 0.033

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)


15% x A (A+B)

= = = = = = = =


Pekerjaan Beton

104

PEKERJAAN BETON Pasang 1 M² bekisting untuk tangga PB 6.26 6.26.1 Bahan . Kayu kelas III Paku biasa Minyak bekisting Balok (kayu kelas II) Tripleks tebal 9 mm Kayu dolken/bulat Ø 3" - 4" 6.26.2 Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.030 0.400 0.150 0.015 0.350 2.000


x x x x x x



0.660 0.330 0.033 0.033

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan Pasang 1 M² jembatan untuk pengecoran beton PB 6.27 6.27.1 Bahan . Kayu kelas III (papan) Paku biasa Kayu dolken/bulat Ø 3" - 4" 6.27.2 Tenaga Pekerja Tukang kayu Kepala tukang Mandor

15% x A (A+B)


0.026 M³ 0.600 Kg 0.500 Btg

x x x

Rp. Rp. Rp.

3,633,730 = Rp. 18,900 = Rp. 20,000 = Rp. Jumlah (1) = Rp.

0.150 0.050 0.005 0.008

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


Oh Oh Oh Oh

15% x A (A+B)

PB 6.28 Pasang 1 M³ pondasi beton bertulang (150kg besi + bekisting) 6.28.1 Bahan . Kayu kelas III 0.200 M³ Paku biasa 1.500 Kg Minyak bekisting 0.400 Kg Besi beton polos 157.500 Kg Kawat beton 2.250 Kg Semen Portland 336.000 Kg Pasir beton 0.540 M³ Kerikil beton 2-3 cm 0.810 M³ 6.28.2 Tenaga Pekerja Tukang Batu Tukang Kayu Tukang besi Kepala tukang Mandor

= = = = = = = =

5.300 0.275 1.300 1.050 0.262 0.265 A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan

Oh Oh Oh Oh Oh Oh

x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

3,633,730 18,900 26,250 15,300 23,100 1,362 106,050 210,900 Jumlah (1)

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

x x x x x x


75,000 100,000 100,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = = = =

3,633,730 18,900 26,250 15,300 23,100 1,362 106,050 210,900 Jumlah (1)

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

15% x A (A+B)

PB 6.29 Pasang 1 M³ sloof beton bertulang (200 kg besi + bekisting) 6.29.1 Bahan . Kayu kelas III 0.270 M³ Paku biasa 2.000 Kg Minyak bekisting 0.600 Kg Besi beton polos 210.000 Kg kawat beton 3.000 Kg Semen Portland 336.000 Kg Pasir beton 0.540 M³ Kerikil beton 2-3 cm 0.810 M³


x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp Rp Rp

Pekerjaan Beton

105

PEKERJAAN BETON 6.29.2 Tenaga Pekerja Tukang Batu Tukang Kayu Tukang besi Kepala tukang Mandor


Oh Oh Oh Oh Oh Oh


Oh Oh Oh Oh Oh Oh


75,000 100,000 100,000 100,000 110,000 100,000 Jumlah (2)

Oh Oh Oh Oh Oh Oh

= = = = = = = = = =


x x x x x x x x x x x

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

3,633,730 = Rp. 18,900 = Rp. 26,250 = Rp. 15,300 = Rp. 23,100 = Rp. 1,362 = Rp. 106,050 = Rp. 210,900 = Rp. 6,818,590 = Rp. 129,150 = Rp. 20,000 = Rp. Jumlah (1) = Rp.

x x x x x x


75,000 100,000 100,000 100,000 110,000 100,000 Jumlah (2)

15% x A (A+B)

PB 6.31 Membuat 1 M³ balok beton bertulang (200 kg besi + bekisting) 6.31.1 Bahan . Kayu kelas III 0.320 M³ Paku biasa 3.200 Kg Minyak bekisting 1.600 Kg Besi beton polos 210.000 Kg kawat beton 3.000 Kg Semen Portland 336.000 Kg Pasir beton 0.540 M³ Kerikil beton 2-3 cm 0.810 M³ Kayu kelas II (balok) 0.140 M³ Tripleks 9 mm 2.800 Lbr Kayu dolken/bulat Ø 3" - 4" 16.000 Btg 6.31.2 Tenaga Pekerja Tukang Batu Tukang Kayu Tukang besi Kepala tukang Mandor


15% x A (A+B)

PB 6.30 Membuat 1 M³ kolom beton bertulang (300 kg besi + bekisting) 6.30.1 Bahan . Kayu kelas III 0.400 M³ Paku biasa 4.000 Kg Minyak bekisting 2.000 Kg Besi beton polos 315.000 Kg kawat beton 4.500 Kg Semen Portland 336.000 Kg Pasir beton 0.540 M³ Kerikil beton 2-3 cm 0.810 M³ Kayu kelas II (balok) 0.150 M³ Tripleks 9 mm 3.500 Lbr Kayu dolken/bulat Ø 3" - 4" 20.000 Btg 6.30.2 Tenaga Pekerja Tukang Batu Tukang Kayu Tukang besi Kepala tukang Mandor

x x x x x x

= = = = = = = = = =





x x x x x x


75,000 100,000 100,000 100,000 110,000 100,000 Jumlah (2)

15% x A (A+B)

= = = = = = = = = =


Pekerjaan Beton

106

PEKERJAAN BETON PB 6.32 Membuat 1 M³ plat beton bertulang (150 kg besi + bekisting) 6.32.1 Bahan . Kayu kelas III 0.320 M³ Paku biasa 3.200 Kg Minyak bekisting 1.600 Kg Besi beton polos 157.500 Kg kawat beton 2.250 Kg Semen Portland 336.000 Kg Pasir beton 0.540 M³ Kerikil beton 2-3 cm 0.810 M³ Kayu kelas II (balok) 0.120 M³ Tripleks 9 mm 2.800 Lbr Kayu dolken/bulat Ø 3" - 4" 32.000 Btg 6.32.2 Tenaga Pekerja Tukang Batu Tukang Kayu Tukang besi Kepala tukang Mandor


Oh Oh Oh Oh Oh Oh




x x x x x x


75,000 100,000 100,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = = = =


3,633,730 18,900 26,250 15,300 23,100 1,362 106,050 210,900 6,818,590 129,150 20,000 Jumlah (1)

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.


75,000 100,000 100,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = = = =

15% x A (A+B)

PB 6.33 Membuat 1 M³ dinding beton bertulang (150 kg besi + bekisting) 6.33.1 Bahan . Kayu kelas III 0.240 M³ x Paku biasa 3.200 Kg x Minyak bekisting 1.600 Kg x Besi beton polos 157.500 Kg x kawat beton 2.250 Kg x Semen Portland 336.000 Kg x Pasir beton 0.540 M³ x Kerikil beton 2-3 cm 0.810 M³ x Kayu kelas II (balok) 0.160 M³ x Tripleks 9 mm 2.800 Lbr x Kayu dolken/bulat Ø 3" - 4" 24.000 Btg x 6.33.2 Tenaga Pekerja Tukang Batu Tukang Kayu Tukang besi Kepala tukang Mandor


Oh Oh Oh Oh Oh Oh

x x x x x x

15% x A (A+B)

PB 6.34 Membuat 1 M³ dinding beton bertulang (200 kg besi + bekisting) 6.34.1 Bahan . Kayu kelas III 0.250 M³ x Paku biasa 3.000 Kg x Minyak bekisting 1.200 Kg x Besi beton polos 210.000 Kg x kawat beton 3.000 Kg x Semen Portland 336.000 Kg x Pasir beton 0.540 M³ x Kerikil beton 2-3 cm 0.810 M³ x Kayu kelas II (balok) 0.105 M³ x Tripleks 9 mm 2.500 Lbr x Kayu dolken/bulat Ø 3" - 4" 14.000 Btg x





Pekerjaan Beton

107

PEKERJAAN BETON 6.34.2 Tenaga Pekerja Tukang Batu Tukang Kayu Tukang besi Kepala tukang Mandor


PB 6.35 Membuat 1 m' kolom praktis beton bertulang (11 x 6.35.1 Bahan . Kayu kelas III Paku biasa Besi beton polos kawat beton Semen Portland Pasir beton Kerikil beton 2-3 cm 6.35.2 Tenaga Pekerja Tukang Batu Tukang Kayu Tukang besi Kepala tukang Mandor

6.36.2 Tenaga Pekerja Tukang Batu Tukang Kayu Tukang besi Kepala tukang Mandor

x x x x x x


75,000 100,000 100,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = = = =

15% x A (A+B)


11) cm

0.002 0.010 3.000 0.045 4.000 0.006 0.009

M³ Kg Kg Kg Kg M³ M³

x x x x x x x


3,633,730 18,900 15,300 23,100 1,362 106,050 210,900 Jumlah (1)

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

0.180 0.020 0.020 0.020 0.006 0.009

Oh Oh Oh Oh Oh Oh

x x x x x x


75,000 100,000 100,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = = = =

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PB 6.36 Membuat 1 m' balok beton bertulang (10 x 15) cm 6.36.1 Bahan . Kayu kelas III Paku biasa Besi beton polos kawat beton Semen Portland Pasir beton Kerikil beton 2-3 cm

Oh Oh Oh Oh Oh Oh

15% x A (A+B)


0.003 0.020 3.600 0.050 5.500 0.009 0.015

M³ Kg Kg Kg Kg M³ M³

x x x x x x x


3,633,730 18,900 15,300 23,100 1,362 106,050 210,900 Jumlah (1)

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

0.297 0.033 0.033 0.033 0.010 0.015

Oh Oh Oh Oh Oh Oh

x x x x x x


75,000 100,000 100,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = = = =


15% x A (A+B)


*******LANJUT PEKERJAAN PEN

Pekerjaan Beton

108

: 3,5PB : 4KR)

336,414.00 62,689.66 140,599.26 251.55 539,954.47 123,750.00 27,500.00 3,080.00 8,300.00 162,630.00 702,584.47 105,387.67 807,972.14 : 3PB : 3,5KR)

375,912.00 59,731.92 142,428.88 251.55 578,324.35 123,750.00 27,500.00 3,080.00 8,300.00 162,630.00 740,954.35 111,143.15 852,097.50 : 2,5PB : 3,5KR)

407,238.00 57,639.86 143,132.58 251.55 608,261.99 123,750.00 27,500.00 3,080.00 8,300.00 162,630.00 770,891.99 115,633.80 886,525.79 : 3PB : 5KR)

313,260.00 64,421.02 144,539.98 234.00 522,455.00 90,000.00 20,000.00 2,200.00 6,000.00 118,200.00 640,655.00 96,098.25 736,753.25

Pekerjaan Beton

109

: 2,5PB : 3KR)

444,012.00 54,826.40 144,821.46 251.55 643,911.41 123,750.00 27,500.00 3,080.00 8,300.00 162,630.00 806,541.41 120,981.21 927,522.62 : 1PB : 3KR)

479,424.00 52,734.34 145,102.94 251.55 677,512.83 123,750.00 27,500.00 3,080.00 8,300.00 162,630.00 840,142.83 126,021.42 966,164.25 : 2PB : 3KR)

505,302.00 50,353.72 147,354.78 251.55 703,262.05 123,750.00 27,500.00 3,080.00 8,300.00 162,630.00 865,892.05 129,883.81 995,775.86 : 2PB : 2,7KR)

523,008.00 49,920.88 146,228.86 251.55 719,409.29 123,750.00 27,500.00 3,080.00 8,300.00 162,630.00 882,039.29 132,305.89 1,014,345.18

Pekerjaan Beton

110

: 1,5PB : 2,5KR)

552,972.00 49,343.76 144,399.24 251.55 746,966.55 123,750.00 27,500.00 3,080.00 8,300.00 162,630.00 909,596.55 136,439.48 1,046,036.03 : 1,5PB : 2,5KR)

562,506.00 49,127.34 143,695.54 251.55 755,580.43 123,750.00 27,500.00 3,080.00 8,300.00 162,630.00 918,210.43 137,731.56 1,055,941.99 : 1,5PB : 2KR)

597,918.00 48,333.80 141,584.44 251.55 788,087.79 157,500.00 35,000.00 3,850.00 10,500.00 206,850.00 994,937.79 149,240.67 1,144,178.46 : 1,5PB : 2KR)

610,176.00 48,117.38 140,740.00 251.55 799,284.93 157,500.00 35,000.00 3,850.00 10,500.00 206,850.00 1,006,134.93 150,920.24 1,157,055.17

Pekerjaan Beton

111

160,650.00 3,465.00 164,115.00 5,250.00 7,000.00 770.00 400.00 13,420.00 177,535.00 26,630.25 204,165.25

160,650.00 2,310.00 164,115.00 3,750.00 5,000.00 550.00 300.00 9,600.00 173,715.00 26,057.25 199,772.25

145,349.20 5,670.00 2,625.00 153,644.20 39,000.00 26,000.00 2,860.00 2,600.00 70,460.00 224,104.20 33,615.63 257,719.83

163,517.85 5,670.00 2,625.00 163,517.85 39,000.00 26,000.00 2,860.00 2,600.00 70,460.00 233,977.85 35,096.68 269,074.53

145,349.20 7,560.00 5,250.00 102,278.85 45,202.50 40,000.00 345,640.55

Pekerjaan Beton

112

49,500.00 33,000.00 3,630.00 3,300.00 89,430.00 435,070.55 65,260.58 500,331.13

145,349.20 7,560.00 5,250.00 122,734.62 45,202.50 40,000.00 366,096.32 49,500.00 33,000.00 3,630.00 3,300.00 89,430.00 455,526.32 68,328.95 523,855.27

145,349.20 7,560.00 5,250.00 102,278.85 45,202.50 120,000.00 425,640.55 49,500.00 33,000.00 3,630.00 3,300.00 89,430.00 515,070.55 77,260.58 592,331.13

109,011.90 7,560.00 5,250.00 136,371.80 45,202.50 60,000.00 363,396.20 49,500.00 33,000.00 3,630.00 3,300.00 89,430.00 452,826.20 67,923.93 520,750.13

Pekerjaan Beton

113

109,011.90 7,560.00 3,937.50 102,278.85 45,202.50 40,000.00 307,990.75 49,500.00 33,000.00 3,630.00 3,300.00 89,430.00 397,420.75 59,613.11 457,033.86

95,930.47 11,340.00 10,000.00 117,270.47 11,250.00 5,000.00 550.00 800.00 17,600.00 134,870.47 20,230.57 155,101.04

726,746.00 28,350.00 10,500.00 2,409,750.00 51,975.00 457,632.00 57,267.00 170,829.00 3,913,049.00 397,500.00 27,500.00 130,000.00 105,000.00 28,820.00 26,500.00 715,320.00 4,628,369.00 694,255.35 5,322,624.35

981,107.10 37,800.00 15,750.00 3,213,000.00 69,300.00 457,632.00 57,267.00 170,829.00 5,002,685.10

Pekerjaan Beton

114

423,750.00 27,500.00 156,000.00 140,000.00 35,530.00 28,300.00 811,080.00 5,813,765.10 872,064.77 6,685,829.87

1,453,492.00 75,600.00 52,500.00 4,819,500.00 103,950.00 457,632.00 57,267.00 170,829.00 1,022,788.50 452,025.00 400,000.00 9,065,583.50 528,750.00 27,500.00 165,000.00 210,000.00 44,330.00 35,300.00 1,010,880.00 10,076,463.50 1,511,469.53 11,587,933.03

1,162,793.60 60,480.00 42,000.00 3,213,000.00 69,300.00 457,632.00 57,267.00 170,829.00 954,602.60 361,620.00 320,000.00 6,869,524.20 476,250.00 27,500.00 165,000.00 140,000.00 36,630.00 31,800.00 877,180.00 7,746,704.20 1,162,005.63 8,908,709.83

Pekerjaan Beton

115

1,162,793.60 60,480.00 42,000.00 2,409,750.00 51,975.00 457,632.00 57,267.00 170,829.00 818,230.80 361,620.00 640,000.00 6,232,577.40 397,500.00 27,500.00 130,000.00 105,000.00 29,150.00 26,500.00 715,650.00 6,948,227.40 1,042,234.11 7,990,461.51

872,095.20 60,480.00 42,000.00 2,409,750.00 51,975.00 457,632.00 57,267.00 170,829.00 1,090,974.40 361,620.00 480,000.00 6,054,622.60 397,500.00 27,500.00 130,000.00 105,000.00 28,820.00 26,500.00 715,320.00 6,769,942.60 1,015,491.39 7,785,433.99

908,432.50 56,700.00 31,500.00 3,213,000.00 69,300.00 457,632.00 57,267.00 170,829.00 715,951.95 322,875.00 280,000.00 6,283,487.45

Pekerjaan Beton

116

423,750.00 27,500.00 156,000.00 140,000.00 35,530.00 28,300.00 811,080.00 7,094,567.45 1,064,185.12 8,158,752.57

7,267.46 189.00 45,900.00 1,039.50 5,448.00 636.30 1,898.10 62,378.36 13,500.00 2,000.00 2,000.00 2,000.00 660.00 900.00 21,060.00 83,438.36 12,515.75 95,954.11

10,901.19 378.00 55,080.00 1,155.00 7,491.00 954.45 3,163.50 79,123.14 22,275.00 3,300.00 3,300.00 3,300.00 1,100.00 1,500.00 34,775.00 113,898.14 17,084.72 130,982.86 UTUP ATAP

Pekerjaan Beton

117

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN KAYU PK 6.1 6.1.1

6.1.2

1 M³ Pasang kusen pintu dan jendela kayu kelas I Bahan Balok (kayu kelas I) 1.100 M³ Paku biasa 1.250 Kg Lem kayu 1.000 Kg

x Rp. x Rp. x Rp.

9,236,430.00 18,900.00 15,750.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


7.000 21.000 2.100 0.350

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PK 6.2 6.2.1

6.2.2

1 M³ Pasang kusen pintu dan jendela kayu kelas II Bahan Balok (kayu Kelas II) 1.200 M³ Paku biasa 1.250 Kg Lem kayu 1.000 Kg

x Rp. x Rp. x Rp.

6,818,590.00 18,900.00 15,750.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


6.000 18.000 1.800 0.300

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.


6.3.2

1 M² Pasang pintu klamp standar, kayu kelas II Bahan Papan (kayu kelas II) 0.040 M³ Paku biasa 0.050 Kg

x Rp. x Rp.

6,818,590.00 = Rp. 18,900.00 = Rp. Jumlah (1) = Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

0.350 1.050 0.105 0.018

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.


6.4.2

PK 6.5 6.5.1

1 M² Pasang pintu klamp sederhana, kayu kelas III untuk gudang sementara Bahan Papan (kayu kelas III) 0.040 M³ x Rp. 3,633,730.00 Paku biasa 0.050 Kg x Rp. 18,900.00 Jumlah (1) Tenaga Pekerja 0.350 Oh x Rp. 75,000.00 Tukang kayu 1.050 Oh x Rp. 100,000.00 Kepala tukang 0.105 Oh x Rp. 110,000.00 Mandor 0.018 Oh x Rp. 100,000.00 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) 1 M² Pasang daun pintu panel, kayu kelas I Bahan Papan (kayu kelas I) 0.040 M³ Lem kayu 0.500 Kg

x Rp. x Rp.

= = = = = = = =


= Rp. = Rp. = Rp. = = = = = = = =


9,236,430.00 = Rp. 15,750.00 = Rp. Jumlah (1) = Rp.

Pekerjaan Kayu

118

PEKERJAAN KAYU 6.5.2


1.000 3.000 0.300 0.050

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PK 6.5.A 6.5.A.1

6.5.A.2

6.6.2

x Rp. x Rp.

6,818,590.00 = Rp. 15,750.00 = Rp. Jumlah (1) = Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

1.000 3.000 0.300 0.050

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

6.6.A.2


x Rp. x Rp.

9,236,430.00 = Rp. 15,750.00 = Rp. Jumlah (1) = Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

0.800 2.400 0.240 0.040

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

= = = = = = = =


1 M² Pasang pintu dan jendela kaca, kayu kelas II Bahan Papan (kayu kelas II) 0.024 M³ Lem kayu 0.300 Kg

x Rp. x Rp.

6,818,590.00 = Rp. 15,750.00 = Rp. Jumlah (1) = Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

0.800 2.400 0.240 0.040

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.


= = = = = = = =

1 M² Pasang pintu dan jendela kaca, kayu kelas I Bahan Papan (kayu kelas I) 0.024 M³ Lem kayu 0.300 Kg



1 M² Pasang daun pintu panel, kayu kelas II Bahan Papan (kayu kelas II) 0.040 M³ Lem kayu 0.500 Kg


= = = = = = = =

1 M² Pasang pintu dan jendela jalusi, kayu kelas I Bahan Papan (kayu kelas I) 0.064 M³ Lem kayu 0.500 Kg

x Rp. x Rp.

= = = = = = = =


9,236,430.00 = Rp. 15,750.00 = Rp. Jumlah (1) = Rp.

Pekerjaan Kayu

119

PEKERJAAN KAYU 6.7.2


1.000 3.000 0.300 0.050

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)


6.7.A.2

6.8.2

PK 6.9 6.9.1

6.9.2

PK 6.9.A 6.9.A.1


1 M² Pasang pintu dan jendela jalusi, kayu kelas II Bahan Papan (kayu kelas II) 0.064 M³ Lem kayu 0.500 Kg

x Rp. x Rp.

6,818,590.00 = Rp. 15,750.00 = Rp. Jumlah (1) = Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

1.000 3.000 0.300 0.050

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.


= = = = = = = =

= = = = = = = =

1 M² Buat daun pintu kayu lapis tripleks rangkap, rangka tertutup kayu kelas II Bahan Papan (kayu kelas II) 0.025 M³ x Rp. 6,818,590.00 = Paku biasa 0.030 Kg x Rp. 18,900.00 = Lem kayu 0.500 Kg x Rp. 15,750.00 = Tripleks tebal 4 mm 1.000 Lbr x Rp. 70,350.00 = Jumlah (1) = Tenaga Pekerja 0.700 Oh x Rp. 75,000.00 = Tukang kayu 2.100 Oh x Rp. 100,000.00 = Kepala tukang 0.210 Oh x Rp. 110,000.00 = Mandor 0.035 Oh x Rp. 100,000.00 = Jumlah (2) = A. Jumlah (1) + (2) = B. Overhead dan Profit 15% x A = Harga Satuan Pekerjaan (A+B) = 1 M² Buat pintu tripleks rangkap, rangka ekspose kayu kelas I Bahan Papan (kayu kelas I) 0.026 M³ x Rp. 9,236,430.00 Paku biasa 0.030 Kg x Rp. 18,900.00 Lem kayu 0.500 Kg x Rp. 15,750.00 Tripleks tebal 4 mm 1.000 Lbr x Rp. 70,350.00 Jumlah (1) Tenaga Pekerja 0.800 Oh x Rp. 75,000.00 Tukang kayu 2.400 Oh x Rp. 100,000.00 Kepala tukang 0.240 Oh x Rp. 110,000.00 Mandor 0.040 Oh x Rp. 100,000.00 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) 1 M² Buat pintu tripleks rangkap, rangka ekspose kayu kelas II Bahan Papan (kayu kelas II) 0.026 M³ x Rp. 6,818,590.00 Paku biasa 0.030 Kg x Rp. 18,900.00 Lem kayu 0.500 Kg x Rp. 15,750.00 Tripleks tebal 4 mm 1.000 Lbr x Rp. 70,350.00 Jumlah (1)


Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp Rp Rp

= = = = =

Rp. Rp. Rp. Rp. Rp.

= = = = = = = =


= = = = =

Rp. Rp. Rp. Rp. Rp.

Pekerjaan Kayu

120

PEKERJAAN KAYU 6.9.A.2


0.800 2.400 0.240 0.040

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


6.10.2

1 M² Pasang jalusi kusen, kayu kelas I Bahan Papan (kayu kelas I) Paku biasa

0.060 M³ 0.150 Kg

x Rp. x Rp.

9,236,430.00 18,900.00 Jumlah (1)

= Rp. = Rp. = Rp.


0.670 2.000 0.200 0.335

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PK 6.10.A 1 M² Pasang jalusi kusen, kayu kelas II 6.10.A.1 Bahan Papan (kayu kelas II) Paku biasa 6.10.A.2 Tenaga Pekerja Tukang kayu Kepala tukang Mandor

6.13.2

x Rp. x Rp.

6,818,590.00 18,900.00 Jumlah (1)

= Rp. = Rp. = Rp.

0.670 2.000 0.200 0.335

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


Oh Oh Oh Oh

1 M³ Pasang kontruksi kuda2 konvensional bentang 6 Bahan Balok (kayu kelas II) 1.100 M³ Besi plat strip 15.000 Kg Paku biasa 5.600 Kg Tenaga Pekerja Tukang kayu Kepala tukang Mandor


0.060 M³ 0.150 Kg

Rp. Rp. Rp. Rp.


PK 6.13 6.13.1


4.000 12.000 1.200 0.200

Oh Oh Oh Oh

m' kayu kelas II

x Rp. x Rp. x Rp.

6,818,590.00 20,000.00 18,900.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


Rp. Rp. Rp. Rp.


Pekerjaan Kayu

121

PEKERJAAN KAYU PK 6.14 6.14.1

6.14.2

1 M³ Pasang kontruksi kuda2 ekspose kayu kelas I Bahan Balok (kayu kelas I) 1.200 M³ Besi plat strip 15.000 Kg Paku biasa 5.600 Kg

x Rp. x Rp. x Rp.

9,236,430.00 20,000.00 18,900.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


6.700 20.100 2.010 0.335

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.


6.15.2

1 M³ Pasang kontruksi gordeng kayu kelas II Bahan Balok (kayu kelas II) 1.100 M³ Besi plat strip 15.000 Kg Paku biasa 3.000 Kg

x Rp. x Rp. x Rp.

6,818,590.00 20,000.00 18,900.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


6,818,590.00 6,818,590.00 18,900.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


2.400 7.200 0.720 0.120

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.


6.16.2

1 M² Pasang rangka atap genteng keramik, kayu kelas II Bahan Balok (kayu kelas II) 0.014 M³ x Rp. Reng 2 x 3 cm (kayu kelas 0.004 M³ x Rp. Paku biasa 0.250 Kg x Rp. Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.100 0.100 0.010 0.005

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.


6.17.2

1 M² Pasang atap genteng beton kayu kelas II Bahan Balok (kayu kelas II) 0.014 M³ Reng 2 x 3 cm (kayu kelas 0.007 M³ Paku biasa 0.250 Kg

x Rp. x Rp. x Rp.

6,818,590.00 6,818,590.00 18,900.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


0.100 0.100 0.010 0.005

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.


Pekerjaan Kayu

122


6.18.2

1 M² Pasang rangka atap sirap, kayu kelas II Bahan Kayu kelas II 0.165 M³ Paku biasa 0.200 Kg

x Rp. x Rp.

6,818,590.00 18,900.00 Jumlah (1)

= Rp. = Rp. = Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =

6,818,590.00 18,900.00 Jumlah (1)

= Rp. = Rp. = Rp.

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =

3,633,730.00 18,900.00 Jumlah (1)

= Rp. = Rp. = Rp.

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =

6,818,590.00 18,900.00 Jumlah (1)

= Rp. = Rp. = Rp.

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =

0.120 0.120 0.012 0.006

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.


6.19.2

1 M² Pasang rangka langit2 uk. 50 x 100 cm, kayu kelas II Bahan Kayu kelas II 0.015 M³ x Rp. Paku biasa 0.200 Kg x Rp. Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.150 0.300 0.030 0.075

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PK 6.19.A 1 M² Pasang rangka langit2 uk. 50 x 100 cm, kayu kelas III 6.19.A.1 Bahan Kayu kelas III 0.015 M³ x Rp. Paku biasa 0.200 Kg x Rp. 6.19.A.2 Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.150 0.300 0.030 0.075

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.


6.20.2

1 M² Pasang rangka langit2 uk. 60 x 60 cm, kayu kelas II Bahan Kayu kelas II 0.016 M³ x Rp. Paku biasa 0.250 Kg x Rp. Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.200 0.300 0.030 0.010

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.






Pekerjaan Kayu

123

PEKERJAAN KAYU PK 6.20.A 1 M² Pasang rangka langit2 uk. 60 x 60 cm, kayu kelas III 6.20.A.1 Bahan Kayu kelas III 0.016 M³ x Rp. Paku biasa 0.250 Kg x Rp. 6.20.A.2 Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.200 0.300 0.030 0.010

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

3,633,730.00 18,900.00 Jumlah (1)

= Rp. = Rp. = Rp.

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


6.21.2

1 M' Pasang lisplank uk. 3 x 20 cm, kayu kelas I Bahan Papan (kayu kelas I) 0.011 M³ Paku biasa 0.100 Kg

x Rp. x Rp.

9,236,430.00 18,900.00 Jumlah (1)

= Rp. = Rp. = Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =

x Rp. x Rp.

6,818,590.00 18,900.00 Jumlah (1)

= Rp. = Rp. = Rp.

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =

0.100 0.200 0.020 0.005

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PK 6.21.A 1 M' Pasang lisplank uk. 3 x 20 cm, kayu kelas II 6.21.A.1 Bahan Papan (kayu kelas II) 0.011 M³ Paku biasa 0.100 Kg 6.21.A.2 Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.100 0.200 0.020 0.005

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.


6.22.2




1 M' Pasang lisplank uk. 3 x 30 cm, kayu kelas I Bahan Papan (kayu kelas I) 0.011 M³ Paku biasa 0.050 Kg

x Rp. x Rp.

9,236,430.00 18,900.00 Jumlah (1)

= Rp. = Rp. = Rp.


x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =

0.100 0.200 0.020 0.005

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.



Pekerjaan Kayu

124

PEKERJAAN KAYU PK 6.22.A 1 M' Pasang lisplank uk. 3 x 30 cm, kayu kelas II 6.22.A.1 Bahan Papan (kayu kelas II) 0.011 M³ Paku biasa 0.050 Kg 6.22.A.2 Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.100 0.200 0.020 0.005

Oh Oh Oh Oh

x Rp. x Rp.

6,818,590.00 18,900.00 Jumlah (1)

= Rp. = Rp. = Rp.

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =

Rp. Rp. Rp. Rp.


6.23.2

1 M² Pasang rangka dinding pemisah 60 x 120 cm, kayu kelas II Bahan Balok (kayu kelas II) 0.028 M³ x Rp. 6,818,590.00 Paku biasa 0.150 Kg x Rp. 18,900.00 Jumlah (1) Tenaga Pekerja 0.150 Oh x Rp. 75,000.00 Tukang kayu 0.450 Oh x Rp. 100,000.00 Kepala tukang 0.045 Oh x Rp. 110,000.00 Mandor 0.008 Oh x Rp. 100,000.00 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

PK 6.23.A 1 M² Pasang rangka dinding pemisah 60 x 120 cm, kayu kelas III 6.23.A.1 Bahan Balok (kayu kelas III) 0.028 M³ x Rp. 3,633,730.00 Paku biasa 0.150 Kg x Rp. 18,900.00 Jumlah (1) 6.23.A.2 Tenaga Pekerja 0.150 Oh x Rp. 75,000.00 Tukang kayu 0.450 Oh x Rp. 100,000.00 Kepala tukang 0.045 Oh x Rp. 110,000.00 Mandor 0.008 Oh x Rp. 100,000.00 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) PK 6.24 6.24.1

6.24.2

1 M² Pasang dinding pemisah tripleks rangkap, rangka kayu kelas III Bahan Balok (kayu kelas III) 0.028 M³ x Rp. 3,633,730.00 Paku biasa 0.150 Kg x Rp. 18,900.00 Tripleks tebal 4 mm 0.860 Lbr x Rp. 70,350.00 Lem kayu 0.560 Kg x Rp. 15,750.00 Jumlah (1) Tenaga Pekerja 0.150 Oh x Rp. 75,000.00 Tukang kayu 0.450 Oh x Rp. 100,000.00 Kepala tukang 0.045 Oh x Rp. 110,000.00 Mandor 0.008 Oh x Rp. 100,000.00 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)


= Rp. = Rp. = Rp. = = = = = = = =


= Rp. = Rp. = Rp. = = = = = = = =


= = = = =

Rp. Rp. Rp. Rp. Rp.

= = = = = = = =


Pekerjaan Kayu

125


6.25.2

PK 6.26 6.26.1

6.26.2

1 M² Pasang dinding pemisah tripleks rangkap, rangka kayu kelas II Bahan Balok (kayu kelas II) 0.028 M³ x Rp. 6,818,590.00 Paku biasa 0.150 Kg x Rp. 18,900.00 Tripleks tebal 4 mm 0.860 Lbr x Rp. 70,350.00 Lem kayu 0.560 Kg x Rp. 15,750.00 Jumlah (1) Tenaga Pekerja 0.200 Oh x Rp. 75,000.00 Tukang kayu 0.600 Oh x Rp. 100,000.00 Kepala tukang 0.060 Oh x Rp. 110,000.00 Mandor 0.010 Oh x Rp. 100,000.00 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) 1 M² Pasang dinding lambriziring dari papan kayu kelas I Bahan Papan (kayu kelas I) 0.007 M³ x Rp. Paku biasa 0.100 Kg x Rp. Paku skrup 10 cm 0.150 Kg x Rp. Tenaga Pekerja Tukang kayu Kepala tukang Mandor

0.600 1.800 0.180 0.030

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

= = = = =

Rp. Rp. Rp. Rp. Rp.

= = = = = = = =


9,236,430.00 18,900.00 26,250.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =



6.27.2

PK 6.28 6.28.1

6.28.2

1 M² Pasang dinding lambriziring dari tripleks uk. 120 x 140 cm Bahan Tripleks tbl 4 mm 0.400 Lbr x Rp. 70,350.00 Paku biasa 0.050 Kg x Rp. 18,900.00 Jumlah (1) Tenaga Pekerja 0.025 Oh x Rp. 75,000.00 Tukang kayu 0.075 Oh x Rp. 100,000.00 Kepala tukang 0.008 Oh x Rp. 110,000.00 Mandor 0.001 Oh x Rp. 100,000.00 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

= Rp. = Rp. = Rp. = = = = = = = =


1 M² Pasang dinding bilik, rangka kayu kelas III Bahan Tepas bambu 1.500 Kayu kelas III 0.014 Paku 0.012 List kayu 2/4 (kayu kelas III 0.003

Lbr M³ Kg M³

x x x x

Rp. Rp. Rp. Rp.

31,500.00 3,633,730.00 18,900.00 3,633,730.00 Jumlah (1)

= = = = =

Rp. Rp. Rp. Rp. Rp.


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


0.100 0.050 0.005 0.005


****LANJUT PEKERJAAN BETON

Pekerjaan Kayu

126

10,160,073.00 23,625.00 15,750.00 10,199,448.00 525,000.00 2,100,000.00 231,000.00 35,000.00 2,891,000.00 13,090,448.00 1,963,567.20 15,054,015.20

8,182,308.00 23,625.00 15,750.00 8,221,683.00 450,000.00 1,800,000.00 198,000.00 30,000.00 2,478,000.00 10,699,683.00 1,604,952.45 12,304,635.45

272,743.60 945.00 273,688.60 26,250.00 105,000.00 11,550.00 1,800.00 144,600.00 418,288.60 62,743.29 481,031.89

145,349.20 945.00 146,294.20 26,250.00 105,000.00 11,550.00 1,800.00 144,600.00 290,894.20 43,634.13 334,528.33

369,457.20 7,875.00 377,332.20

Pekerjaan Kayu

127

75,000.00 300,000.00 33,000.00 5,000.00 413,000.00 790,332.20 118,549.83 908,882.03

272,743.60 7,875.00 280,618.60 75,000.00 300,000.00 33,000.00 5,000.00 413,000.00 693,618.60 104,042.79 797,661.39

221,674.32 4,725.00 226,399.32 60,000.00 240,000.00 26,400.00 4,000.00 330,400.00 556,799.32 83,519.90 640,319.22

163,646.16 4,725.00 168,371.16 60,000.00 240,000.00 26,400.00 4,000.00 330,400.00 498,771.16 74,815.67 573,586.83

591,131.52 7,875.00 599,006.52

Pekerjaan Kayu

128

75,000.00 300,000.00 33,000.00 5,000.00 413,000.00 1,012,006.52 151,800.98 1,163,807.50

436,389.76 7,875.00 444,264.76 75,000.00 300,000.00 33,000.00 5,000.00 413,000.00 857,264.76 128,589.71 985,854.47

170,464.75 567.00 7,875.00 70,350.00 249,256.75 52,500.00 210,000.00 23,100.00 3,500.00 289,100.00 538,356.75 80,753.51 619,110.26

236,452.61 567.00 7,875.00 70,350.00 315,244.61 60,000.00 240,000.00 26,400.00 4,000.00 330,400.00 645,644.61 96,846.69 742,491.30

174,555.90 567.00 7,875.00 70,350.00 253,347.90

Pekerjaan Kayu

129

60,000.00 240,000.00 26,400.00 4,000.00 330,400.00 583,747.90 87,562.19 671,310.09

554,185.80 2,835.00 557,020.80 50,250.00 200,000.00 22,000.00 33,500.00 305,750.00 862,770.80 129,415.62 992,186.42

409,115.40 2,835.00 411,950.40 50,250.00 200,000.00 22,000.00 33,500.00 305,750.00 717,700.40 107,655.06 825,355.46

7,500,449.00 300,000.00 105,840.00 7,906,289.00 300,000.00 1,200,000.00 132,000.00 20,000.00 1,652,000.00 9,558,289.00 1,433,743.35 10,992,032.35

Pekerjaan Kayu

130

11,083,716.00 300,000.00 105,840.00 11,489,556.00 502,500.00 2,010,000.00 221,100.00 33,500.00 2,767,100.00 14,256,656.00 2,138,498.40 16,395,154.40

7,500,449.00 300,000.00 56,700.00 7,857,149.00 180,000.00 720,000.00 79,200.00 12,000.00 991,200.00 8,848,349.00 1,327,252.35 10,175,601.35

95,460.26 24,546.92 4,725.00 124,732.18 7,500.00 10,000.00 1,100.00 500.00 19,100.00 143,832.18 21,574.83 165,407.01

95,460.26 49,093.85 4,725.00 149,279.11 7,500.00 10,000.00 1,100.00 500.00 19,100.00 168,379.11 25,256.87 193,635.97

Pekerjaan Kayu

131

1,125,067.35 3,780.00 1,128,847.35 9,000.00 12,000.00 1,320.00 600.00 22,920.00 1,151,767.35 172,765.10 1,324,532.45

105,006.29 3,780.00 108,786.29 11,250.00 30,000.00 3,300.00 7,500.00 52,050.00 160,836.29 24,125.44 184,961.73

55,959.44 3,780.00 59,739.44 11,250.00 30,000.00 3,300.00 7,500.00 52,050.00 111,789.44 16,768.42 128,557.86

111,143.02 4,725.00 115,868.02 15,000.00 30,000.00 3,300.00 1,000.00 49,300.00 165,168.02 24,775.20 189,943.22

Pekerjaan Kayu

132

59,229.80 4,725.00 63,954.80 15,000.00 30,000.00 3,300.00 1,000.00 49,300.00 113,254.80 16,988.22 130,243.02

99,753.44 1,890.00 101,643.44 7,500.00 20,000.00 2,200.00 500.00 30,200.00 131,843.44 19,776.52 151,619.96

73,640.77 1,890.00 75,530.77 7,500.00 20,000.00 2,200.00 500.00 30,200.00 105,730.77 15,859.62 121,590.39

101,600.73 945.00 102,545.73 7,500.00 20,000.00 2,200.00 500.00 30,200.00 132,745.73 19,911.86 152,657.59

Pekerjaan Kayu

133

75,004.49 945.00 75,949.49 7,500.00 20,000.00 2,200.00 500.00 30,200.00 106,149.49 15,922.42 122,071.91

190,920.52 2,835.00 193,755.52 11,250.00 45,000.00 4,950.00 800.00 62,000.00 255,755.52 38,363.33 294,118.85

101,744.44 2,835.00 104,579.44 11,250.00 45,000.00 4,950.00 800.00 62,000.00 166,579.44 24,986.92 191,566.36

101,744.44 2,835.00 60,501.00 8,820.00 173,900.44 11,250.00 45,000.00 4,950.00 800.00 62,000.00 235,900.44 35,385.07 271,285.51

Pekerjaan Kayu

134

190,920.52 2,835.00 60,501.00 8,820.00 263,076.52 15,000.00 60,000.00 6,600.00 1,000.00 82,600.00 345,676.52 51,851.48 397,528.00

64,655.01 1,890.00 3,937.50 70,482.51 45,000.00 180,000.00 19,800.00 3,000.00 247,800.00 318,282.51 47,742.38 366,024.89

28,140.00 945.00 29,085.00 1,875.00 7,500.00 880.00 100.00 10,355.00 39,440.00 5,916.00 45,356.00

47,250.00 50,872.22 226.80 10,901.19 47,250.00 7,500.00 5,000.00 550.00 500.00 13,550.00 60,800.00 9,120.00 69,920.00

Pekerjaan Kayu

135

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN PLESTERAN PL

6.1 6.1.1

6.1.2

1 M² Plesteran 1 Pc : 1 Pp, tebal 15 mm Bahan Semen portland Pasir pasang Tenaga Pekerja Tukang batu Kepala tukang Mandor

15.504 Kg 0.016 M³


PL

6.2 6.2.1

6.2.2

1 M² Plesteran 1 Pc : 2 Pp, tebal 15 mm Bahan Semen portland Pasir pasang Tenaga Pekerja Tukang batu Kepala tukang Mandor

0.300 0.150 0.015 0.015

6.3 6.3.1

6.3.2

6.4 6.4.1

6.4.2

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

Rp. Rp. Rp. Rp.

Oh Oh Oh Oh

= = = = = = = =


x Rp. x Rp.

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


1 M² Plesteran 1 Pc : 3 Pp, tebal 15 mm Bahan Semen portland Pasir pasang

7.776 Kg 0.023 M³

x Rp. x Rp.

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.


0.300 0.150 0.015 0.015

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PL

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.

15% x A (A+B)

10.224 Kg 0.020 M³


Oh Oh Oh Oh

x Rp. x Rp.

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


1 M² Plesteran 1 Pc : 4 Pp, tebal 15 mm Bahan Semen portland Pasir pasang

6.240 Kg 0.024 M³

x Rp. x Rp.

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.


0.300 0.150 0.015 0.015

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)


Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


Pekerjaan Plesteran

136

PEKERJAAN PLESTERAN PL

6.5 6.5.1

6.5.2

1 M² Plesteran 1 Pc : 5 Pp, tebal 15 mm Bahan Semen Portland Pasir pasang Tenaga Pekerja Tukang batu Kepala tukang Mandor

5.184 Kg 0.026 M³


PL

6.9 6.9.1

6.9.2

Oh Oh Oh Oh

x Rp. x Rp.

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


1 M² Plesteran 1 Pc : 3 Pp, tebal 15 mm Bahan Semen Portland Pasir pasang

5.760 Kg 0.013 M³

x Rp. x Rp.

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.


0.360 0.120 0.012 0.018

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PL 6.10 1 M² Plesteran 1 Pc : 8 Pp, tebal 15 mm 6.10.1 Bahan Semen Portland Pasir pasang 6.10.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


3.000 Kg 0.020 M³

x Rp. x Rp.

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.

0.360 0.120 0.012 0.018

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PL 6.13 1 M² Plesteran 1 Pc : 2 Pp, tebal 20 mm 6.13.1 Bahan Semen Portland Pasir pasang

Oh Oh Oh Oh

Oh Oh Oh Oh

15% x A (A+B)

13.632 Kg 0.027 M³


Rp. Rp. Rp. Rp.

Oh Oh Oh Oh

= = = = = = = =


x Rp. x Rp.

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


Pekerjaan Plesteran

137

PEKERJAAN PLESTERAN PL 6.14 1 M² Plesteran 1 Pc : 3 Pp, tebal 20 mm 6.14.1 Bahan Semen Portland Pasir Pasang 6.14.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

10.368 Kg 0.031 M³


PL 6.15 1 M² Plesteran 1 Pc : 4 Pp, tebal 20 mm 6.15.1 Bahan Semen Portland Pasir pasang 6.15.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor



x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


x Rp. x Rp.

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.

0.400 0.200 0.020 0.022

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


6.912 Kg 0.035 M³

x Rp. x Rp.

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.

0.400 0.200 0.020 0.022

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PL 6.19 1 M² Berapen 1 Pc : 5 Pp, tebal 15 mm 6.19.1 Bahan Semen portland Pasir pasang

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.

8.320 Kg 0.032 M³

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PL 6.16 1 M² Plesteran 1 Pc : 5 Pp, tebal 20 cm 6.16.1 Bahan Semen Portland Pasir pasang

Oh Oh Oh Oh

x Rp. x Rp.

Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


5.184 Kg 0.026 M³

x Rp. x Rp.

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.

0.150 0.075 0.008 0.008

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)


Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


Pekerjaan Plesteran

138

PEKERJAAN PLESTERAN PL 6.20 1 M' Plesteran skoning 1 Pc : 2 Pp, tebal 10 mm 6.20.1 Bahan Semen portland 0.500 Kg Pasir pasang 0.013 M³ 6.20.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


PL 6.23 1 M² Plesteran Ciprat 1 Pc : 2 Pp 6.23.1 Bahan Semen portland Pasir pasang 6.23.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

Rp. Rp. Rp. Rp.

15% x A (A+B)


1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.

0.300 0.100 0.010 0.015

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)


Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

15% x A (A+B)

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


1,362.00 = Rp. Jumlah (1) = Rp. 75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

15% x A (A+B)

6.25 1 M² Finishing siar pasangan dinding conblock ekspose (= 8 m') 6.25.1 Bahan Semen portland 1.600 Kg x Rp. 6.25.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

= = = = = = = =

x Rp. x Rp.

6.24 1 M² Finishing siar pasangan dinding bata merah (= 20 m') 6.24.1 Bahan Semen portland 3.108 Kg x Rp. 6.24.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor

PL

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp.

4.320 Kg 0.006 M³


Oh Oh Oh Oh

x Rp. x Rp.

= = = = = = = =


1,362.00 = Rp. Jumlah (1) = Rp. 75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

= = = = = = = =


Pekerjaan Plesteran

139

PEKERJAAN PLESTERAN PL

6.26 1 M² finishing siar pasangan batu kali adukan 1 Pc : 2 Pp 6.26.1 Bahan Semen portland 6.340 Kg x Rp. Pasir pasang 0.012 M³ x Rp. 6.26.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


PL

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

1,362.00 = Rp. 106,050.00 = Rp. Jumlah (1) = Rp. 75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)

15% x A (A+B)

= = = = = = = =


6.27 1 M² Acian 6.27.1 Bahan Semen portland

3.250 Kg

x Rp.

1,362.00 = Rp. Jumlah (1) = Rp.


0.200 0.100 0.010 0.010

x x x x

75,000.00 100,000.00 110,000.00 100,000.00 Jumlah (2)


Oh Oh Oh Oh

Rp. Rp. Rp. Rp.

15% x A (A+B)

= = = = = = = =


*****LANJUT PEKERJAAN KAYU

Pekerjaan Plesteran

140

21,116.45 1,696.80 22,813.25 22,500.00 15,000.00 1,650.00 1,500.00 40,650.00 63,463.25 9,519.49 72,982.74

13,925.09 2,121.00 16,046.09 22,500.00 15,000.00 1,650.00 1,500.00 40,650.00 56,696.09 8,504.41 65,200.50

10,590.91 2,439.15 13,030.06 22,500.00 15,000.00 1,650.00 1,500.00 40,650.00 53,680.06 8,052.01 61,732.07

8,498.88 2,545.20 11,044.08 22,500.00 15,000.00 1,650.00 1,500.00 40,650.00 51,694.08 7,754.11 59,448.19

Pekerjaan Plesteran

141

7,060.61 2,757.30 9,817.91 22,500.00 15,000.00 1,650.00 1,500.00 40,650.00 50,467.91 7,570.19 58,038.09

7,845.12 1,378.65 9,223.77 27,000.00 12,000.00 1,320.00 1,800.00 42,120.00 51,343.77 7,701.57 59,045.34

4,086.00 2,121.00 6,207.00 27,000.00 12,000.00 1,320.00 1,800.00 42,120.00 48,327.00 7,249.05 55,576.05

18,566.78 2,863.35 21,430.13 30,000.00 20,000.00 2,200.00 2,200.00 54,400.00 75,830.13 11,374.52 87,204.65

Pekerjaan Plesteran

142

14,121.22 3,287.55 17,408.77 19,500.00 20,000.00 2,200.00 1,300.00 43,000.00 60,408.77 9,061.31 69,470.08

11,331.84 3,393.60 14,725.44 30,000.00 20,000.00 2,200.00 2,200.00 54,400.00 69,125.44 10,368.82 79,494.26

9,414.14 3,711.75 13,125.89 30,000.00 20,000.00 2,200.00 2,200.00 54,400.00 67,525.89 10,128.88 77,654.78

7,060.61 2,757.30 9,817.91 11,250.00 7,500.00 880.00 800.00 20,430.00 30,247.91 4,537.19 34,785.09

Pekerjaan Plesteran

143

681.00 1,378.65 2,059.65 6,000.00 40,000.00 4,400.00 400.00 50,800.00 52,859.65 7,928.95 60,788.60

5,883.84 636.30 6,520.14 22,500.00 10,000.00 1,100.00 1,500.00 35,100.00 41,620.14 6,243.02 47,863.16

4,233.10 4,233.10 11,250.00 7,500.00 880.00 800.00 20,430.00 24,663.10 3,699.46 28,362.56

2,179.20 2,179.20 5,250.00 3,500.00 440.00 400.00 9,590.00 11,769.20 1,765.38 13,534.58

Pekerjaan Plesteran

144

8,635.08 1,272.60 9,907.68 22,500.00 15,000.00 1,650.00 1,500.00 40,650.00 50,557.68 7,583.65 58,141.33

4,426.50 4,426.50 15,000.00 10,000.00 1,100.00 1,000.00 27,100.00 31,526.50 4,728.98 36,255.48

Pekerjaan Plesteran

145

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN DINDING PD 6.1 6.1.1

6.1.2

1 M² Pasang bata merah tebal 1 bata, 1 Pc : 2 Pp Bahan Batu bata cetak mesin 140.000 Bh Semen portland 43.500 Kg Pasir pasang 0.080 M³

x x x

Rp. Rp. Rp.

875 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

15% (A+B)

x

A

= = = = = = = =


1M² Pasang bata merah tebal 1 bata, 1Pc : 3 Pp Bahan Batu bata cetak mesin 140.000 Bh Semen portland 32.950 Kg Pasir pasang 0.091 M³

x x x

Rp. Rp. Rp.

875 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

15% (A+B)

x

A

= = = = = = = =


1 m² Pasang bata merah tebal 1 bata, 1Pc : 4 Pp Bahan Batu bata cetak mesin 140.000 Bh Semen portland 26.550 Kg Pasir pasang 0.093 M³

x x x

Rp. Rp. Rp.

875 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

15% (A+B)

x

A

= = = = = = = =



PD 6.2 6.2.1

6.2.2


PD 6.3 6.3.1

6.3.2


PD 6.6 6.6.1

6.6.2

1 m² Pasang bata merah tebal 1 bata, 1Pc : 3 Kp : 10 Pp Bahan Batu bata cetak mesin 140.000 Bh x Semen portland 10.080 Kg x Pasir pasang 0.093 M³ x

Rp. Rp. Rp.

875 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp


75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =



Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

15% (A+B)

x

A

Pekerjaan Dinding

146

PEKERJAAN DINDING PD 6.7 6.7.1

6.7.2

1 m² Pasang bata merah tebal 1/2 bata, 1Pc : 2 Pp Bahan Batu bata cetak mesin 70.000 Bh Semen portland 18.950 Kg Pasir pasang 0.038 M³

x x x

Rp. Rp. Rp.

875 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

15% (A+B)

x

A

= = = = = = = =


x x x

Rp. Rp. Rp.

875 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

15% (A+B)

x

A

= = = = = = = =


x x x

Rp. Rp. Rp.

875 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

15% (A+B)

x

A

= = = = = = = =


x x x

Rp. Rp. Rp.

875 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

15% (A+B)

x

A

= = = = = = = =



PD 6.8 6.8.1

6.8.2

1 m² Pasang bata merah tebal 1/2 bata, 1Pc : 3 Pp Bahan . Batu bata cetak mesin 70.000 Bh Semen portland 14.370 Kg Pasir pasang 0.040 M³ Tenaga Pekerja Tukang batu Kepala tukang Mandor


PD 6.9 6.9.1

6.9.2

1 m² Pasang bata merah tebal 1/2 bata, 1Pc : 4 Pp Bahan . Batu bata cetak mesin 70.000 Bh Semen portland 11.500 Kg Pasir pasang 0.043 M³ Tenaga Pekerja Tukang batu Kepala tukang Mandor


PD 6.10 1 m² Pasang bata merah tebal 1/2 bata, 1Pc : 5 Pp 6.10.1 Bahan . Batu bata cetak mesin 70.000 Bh Semen portland 9.680 Kg Pasir pasang 0.045 M³ 6.10.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Pekerjaan Dinding

147

PEKERJAAN DINDING PD 6.11 1 m² Pasang bata merah tebal 1/2 bata, 1Pc : 6 Pp 6.11.1 Bahan . Batu bata cetak mesin 70.000 Bh Semen portland 8.320 Kg Pasir pasang 0.049 M³ 6.11.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


x x x

Rp. Rp. Rp.

875 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp

Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

75,000 100,000 110,000 100,000 Jumlah (2)

15% (A+B)

x

A

= = = = = = = =


875 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


875 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


8,170 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


PD 6.14 1 m² Pasang bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 1 Pp 6.14.1 Bahan . Batu bata cetak mesin 70.000 Bh x Rp. Semen portland 0.018 Kg x Rp. Pasir pasang 0.018 M³ x Rp. 6.14.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

15% (A+B)

x

A

PD 6.15 1 m² Pasang bata merah tebal 1/2 bata, 1 Kp : 1 Sm : 2 Pp 6.15.1 Bahan . Batu bata cetak mesin 70.000 Bh x Rp. Semen portland 0.014 M³ x Rp. Pasir pasang 0.028 M³ x Rp. 6.15.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

15% (A+B)

x

A

PD 6.22 1 m² Pasang terawang (roster) 12 x 11 x 24 cm, 1 Pc : 3 Pp 6.22.1 Bahan . Batu Terawang roster 30.000 Bh x Rp. Sement Portland 14.000 Kg x Rp. Pasir pasang 0.032 M³ x Rp. 6.22.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

15% (A+B)

x

A

Pekerjaan Dinding

148

PEKERJAAN DINDING PD 6.23 1 m² Pasang terawang (roster) 12 x 11 x 24 cm, 1 Pc : 4 Pp 6.23.1 Bahan . Batu Terawang roster 30.000 Bh x Rp. Sement Portland 11.000 Kg x Rp. Pasir pasang 0.035 M³ x Rp. 6.23.2 Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

x x x x

Rp. Rp. Rp. Rp.

15% (A+B)

x

A

8,170 1,362 106,050 Jumlah (1)

= = = =

Rp Rp Rp Rp

75,000 100,000 110,000 100,000 Jumlah (2)

= = = = = = = =


********** LANJUT PEKERJAAN PLESTERAN

Pekerjaan Dinding

149

122,500.00 59,247.00 8,484.00 190,231.00 45,000.00 20,000.00 2,200.00 3,000.00 70,200.00 260,431.00 39,064.65 299,495.65

122,500.00 44,877.90 9,650.55 177,028.45 45,000.00 20,000.00 2,200.00 3,000.00 70,200.00 247,228.45 37,084.27 284,312.72

122,500.00 36,161.10 9,862.65 168,523.75 45,000.00 20,000.00 2,200.00 3,000.00 70,200.00 238,723.75 35,808.56 274,532.31

122,500.00 13,728.96 9,809.63 146,038.59 45,000.00 20,000.00 2,200.00 3,000.00 70,200.00 216,238.59 32,435.79 248,674.37

Pekerjaan Dinding

150

61,250.00 25,809.90 4,029.90 91,089.80 22,500.00 10,000.00 1,100.00 1,500.00 35,100.00 126,189.80 18,928.47 145,118.27

61,250.00 19,571.94 4,242.00 85,063.94 22,500.00 10,000.00 1,100.00 1,500.00 35,100.00 120,163.94 18,024.59 138,188.53

61,250.00 15,663.00 4,560.15 81,473.15 22,500.00 10,000.00 1,100.00 1,500.00 35,100.00 116,573.15 17,485.97 134,059.12

61,250.00 13,184.16 4,772.25 79,206.41 22,500.00 10,000.00 1,100.00 1,500.00 35,100.00 114,306.41 17,145.96 131,452.37

Pekerjaan Dinding

151

61,250.00 11,331.84 5,196.45 77,778.29 22,500.00 10,000.00 1,100.00 1,500.00 35,100.00 112,878.29 16,931.74 129,810.03

61,250.00 24.52 1,908.90 63,183.42 22,500.00 10,000.00 1,100.00 1,500.00 35,100.00 98,283.42 14,742.51 113,025.93

61,250.00 19.07 2,969.40 64,238.47 22,500.00 10,000.00 1,100.00 1,500.00 35,100.00 99,338.47 14,900.77 114,239.24

245,100.00 19,068.00 3,393.60 267,561.60 22,500.00 10,000.00 1,100.00 1,500.00 35,100.00 302,661.60 45,399.24 348,060.84

Pekerjaan Dinding

152

245,100.00 14,982.00 3,711.75 263,793.75 22,500.00 10,000.00 1,100.00 1,500.00 35,100.00 298,893.75 44,834.06 343,727.81

Pekerjaan Dinding

153

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN PONDASI PP 6.1 1 M³ Pasang pondasi batu belah 1 Pc : 3 Pp 6.1.1. Bahan : Batu belah 1.200 M³ Semen portland 202.000 Kg Pasir pasang 0.485 M³ 6.1.2. Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh


Oh Oh Oh Oh


PP 6.4 6.4.1

6.4.2

Rp. Rp. Rp. Rp.

x x x x

= = = = = = = =


x Rp. 225,000.00 x Rp. 1,362.00 x Rp. 106,050.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

x x x x

= = = = = = = =



= = = =

Rp. Rp. Rp. Rp.

x x x x

= = = = = = = =


Rp. 75,000.00 Rp. 100,000.00 Rp. 110,000.00 Rp. 100,000.00 Jumlah (2)

Rp. 75,000.00 Rp. 100,000.00 Rp. 110,000.00 Rp. 100,000.00 Jumlah (2)

15% x A (A+B)

PP 6.3 1 M³ Pasang pondasi batu belah 1 Pc : 5 Pp 6.3.1. Bahan Batu belah 1.200 M³ Semen portland 136.000 Kg Pasir Pasang 0.544 M³ 6.3.2. Tenaga Pekerja Tukang batu Kepala tukang Mandor

= = = =

15% x A (A+B)

PP 6.2 1 M³ Pasang pondasi batu belah 1 Pc : 4 Pp 6.2.1. Bahan Batu belah 1.200 M³ Semen portland 163.000 Kg Pasir Pasang 0.520 M³ 6.2.2. Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

Rp. 75,000.00 Rp. 100,000.00 Rp. 110,000.00 Rp. 100,000.00 Jumlah (2)

15% x A (A+B)

1 M³ Pasang pondasi batu kosong Bahan Batu belah Pasir urug

1.200 M³ 0.300 M³

x Rp. 225,000.00 x Rp. 83,380.00 Jumlah (1)

= Rp. = Rp. = Rp.


0.780 0.390 0.039 0.039

x x x x

= = = = = = = =


Oh Oh Oh Oh

Rp. 75,000.00 Rp. 100,000.00 Rp. 110,000.00 Rp. 100,000.00 Jumlah (2)

15% x A (A+B)


Pekerjaan Pondasi 154

PEKERJAAN PONDASI PP 6.5 6.5.1

6.5.2

1 M³ Pasang pondasi siklop 40 % batu kali Bahan Besi beton polos 75.000 Semen portland 202.000 Pasir beton 0.320 Koral beton 0.490 Kawat beton 0.800

Kg Kg Kg M³ Kg

x x x x x

Rp. 15,300.00 Rp. 1,362.00 Rp. 106,050.00 Rp. 168,320.00 Rp. 23,100.00 Jumlah (1)

= = = = = =



Oh Oh Oh Oh

x x x x

Rp. 75,000.00 Rp. 100,000.00 Rp. 110,000.00 Rp. 100,000.00 Jumlah (2)

= = = = = = = =



= = = =

Rp. Rp. Rp. Rp.

x x x x

= = = = = = = =



PP 6.6 6.6.1

6.6.2

15% x A (A+B)

1 M³ Pasang pondasi sumuran diameter 100 Cm Bahan Batu belah 0.450 M³ Semen portland 280.000 Kg Pasir Pasang 0.670 M³ Tenaga Pekerja Tukang batu Kepala tukang Mandor


Oh Oh Oh Oh

Rp. 75,000.00 Rp. 100,000.00 Rp. 110,000.00 Rp. 100,000.00 Jumlah (2)

15% x A (A+B)

**********LANJUT PEKERJAAN D IN


270,000.00 275,124.00 51,434.25 596,558.25 112,500.00 75,000.00 8,250.00 7,500.00 203,250.00 799,808.25 119,971.24 919,779.49

270,000.00 222,006.00 55,146.00 547,152.00 112,500.00 75,000.00 8,250.00 7,500.00 203,250.00 750,402.00 112,560.30 862,962.30

270,000.00 185,232.00 57,691.20 512,923.20 112,500.00 75,000.00 8,250.00 7,500.00 203,250.00 716,173.20 107,425.98 823,599.18

270,000.00 25,014.00 295,014.00 58,500.00 39,000.00 4,290.00 3,900.00 105,690.00 400,704.00 60,105.60 460,809.60


1,147,500.00 275,124.00 33,936.00 82,476.80 18,480.00 1,557,516.80 225,000.00 85,000.00 9,350.00 15,000.00 334,350.00 1,891,866.80 283,780.02 2,175,646.82

101,250.00 381,360.00 71,053.50 553,663.50 178,500.00 30,000.00 3,300.00 8,000.00 219,800.00 773,463.50 116,019.53 889,483.03 ING


ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN TANAH PT 6.1 6.1 1 m³ m³ Galian lian tana tanah h bias biasa a sed sedal alam am 1 met meter er 6.1.1 Tenaga Pekerja 0 . 75 0 Mandor 0.025 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan PT 6.2 6.2 1 m³ m³ Galian lian tana tanah h bias biasa a sed sedal alam am 2 met meter er 6.2.1 Tenaga Pekerja 0 . 90 0 Mandor 0 . 0 45 0 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan PT 6.3 6.3 1 m³ m³ Galian lian tana tanah h bias biasa a sed sedal alam am 3 met meter er 6.3. 6.3.1. 1. Tena Tenaga ga Pekerja 1 . 05 0 Mandor 0 . 0 67 0 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan PT 6.4 6.4 6.4.

1 m³ Galian lian tana tanah h kera keras s se sedal dalam 1 meter eter Tenaga Pekerja 1 . 00 0 Mandor 0.032 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan

PT 6.5 6.5 1 m³ Galian lian tana tanah h cada cadas s sed sedal alam am 1 meter eter 6.5.1 Tenaga Pekerja 1 . 50 0 Mandor 0.060 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan PT 6.6 6.6 1 m³ m³ Galian lian tana tanah h lu lumpur pur sed sedal alam am 1 met meter er 6.6.1 Tenaga Pekerja 1 . 20 0 Mandor 0.045 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan PT 6.7 6.7 1 m² m² Peker ekerja jaan an stri stripp ppin ing g set setiinggi nggi 1 met meter er 6.7.1 Tenaga Pekerja 0 . 05 0 Mandor 0.005 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan PT 6.8 6.8 1 m³ Pembu embuan ang gan tan tanah sej sejauh auh 15 meter ter 6.8. 6.8.1 1 Tena Tenag ga Pekerja 0 . 33 0 Mandor 0 . 0 10 0 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan

Oh Oh

x Rp. x Rp.

15% x A (A+B)

Oh Oh

x Rp. x Rp.

15% x A (A+B)

Oh Oh

x Rp. x Rp.

15% x A (A+B)

Oh Oh

x Rp. x Rp.

15% x A (A+B)

Oh Oh

x Rp. x Rp.

15% x A (A+B)

Oh Oh

x Rp. x Rp.

15% x A (A+B)

Oh Oh

x Rp. x Rp.

15% x A (A+B)

Oh Oh

x Rp. x Rp.

15% x A (A+B)

75 , 0 00 = 1 00 , 0 00 = = = =

Rp. Rp. Rp Rp Rp

75 , 0 00 = 1 0 0, 0 00 = = = =

Rp. Rp. Rp Rp Rp

75 , 0 00 = 1 0 0, 0 00 = = = =

Rp. Rp. Rp Rp Rp

75 , 0 00 = 1 00 , 0 00 = = = =

Rp. Rp. Rp Rp Rp

75 , 0 00 = 1 00 , 0 00 = = = =

Rp. Rp. Rp Rp Rp

75 , 0 00 = 1 00 , 0 00 = = = =

Rp. Rp. Rp Rp Rp

75 , 0 00 = 1 00 , 0 00 = = = =

Rp. Rp. Rp Rp Rp

75 , 0 00 = 1 0 0, 0 00 = = =

Rp. Rp. Rp Rp Rp

Pekerjaan Tanah

158

PEKERJAAN TANAH PT 6.9 1 m³ Urugan kembali (1/3 dari koefisien galian) 6.9.1 Tenaga Pekerja 0.250 Mandor 0.008 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan PT 6.10 1 m³ Pemadatan tanah 6.10.1 Tenaga Pekerja 0.500 Mandor 0.050 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan PT 6.11 1 m³ Urugan pasir 6.11.1 Bahan Pasir urug 6.11.2 Tenaga Pekerja Mandor

PT

75,000 = 100,000 = = = =

Rp. Rp. Rp Rp Rp

x Rp. x Rp.

75,000 = 100,000 = = = =

Rp. Rp. Rp Rp Rp

x Rp. 83,380 = Jumlah (1) =

Rp. Rp.

x Rp. 75,000 = x Rp. 100,000 = Jumlah (2) = = 15% x A = (A+B) =

Rp. Rp. Rp. Rp Rp Rp

15% x A (A+B)

Oh Oh

x Rp. x Rp.

15% x A (A+B)

1.200 M³


PT

Oh Oh

6.12 1 m³ Memasang lapisan pudel campuran 1 : 3 : 7 untuk stabilisasi tanah 6.12.1 Bahan Pasir pasang 0.400 M³ x Rp. 106,050 Pasir urug 0.948 M³ x Rp. 83,380 Jumlah (1) 6.12.2 Tenaga Pekerja 0.800 Oh x Rp. 75,000 Tukang batu 0.400 Oh x Rp. 100,000 Kepala tukang 0.040 Oh x Rp. 110,000 Mandor 0.080 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B) 6.13 1 m³ Memasang lapisan pudel campuran 1 : 5 untuk stabilisasi tanah 6.13.1 Bahan Pasir urug 1.240 M³ x Rp. 83,380 Jumlah (1) 6.13.2 Tenaga Pekerja 0.800 Oh x Rp. 75,000 Tukang batu 0.400 Oh x Rp. 100,000 Kepala tukang 0.040 Oh x Rp. 110,000 Mandor 0.080 Oh x Rp. 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

= Rp. = Rp. = Rp. = = = = = = = =


= Rp. = Rp. = = = = = = = =


Pekerjaan Tanah

159

PEKERJAAN TANAH PT 6.14 1 m³ Lapisan ijuk tebal 10 cm untuk bidang resapan 6.14.1 Bahan Ijuk 6.000 M2 6.14.2 Tenaga Pekerja Mandor

x Rp. 31,500 = Jumlah (1) =

Rp. Rp.

x Rp. 75,000 = x Rp. 100,000 = Jumlah (2) = = 15% x A = (A+B) =



PT 6.15 1 m³ Mengurug sirtu padat untuk peninggian lantai bangunan 6.15.1 Bahan Sirtu /pasir batu 1.200 M³ x Rp. Jumlah 6.15.2 Tenaga Pekerja 0.250 Oh x Rp. Mandor 0.025 Oh x Rp. Jumlah A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

119,700 = (1) =

Rp. Rp.

75,000 = 100,000 = (2) = = = =


*******LANJUT PEKERJAAN PONDASI

Pekerjaan Tanah

160

56,250.00 2,500.00 58,750.00 8,812.50 67,562.50

67,500.00 4,500.00 72,000.00 10,800.00 82,800.00

78,750.00 6,700.00 85,450.00 12,817.50 98,267.50

75,000.00 3,200.00 78,200.00 11,730.00 89,930.00

112,500.00 6,000.00 118,500.00 17,775.00 136,275.00

90,000.00 4,500.00 94,500.00 14,175.00 108,675.00

3,750.00 500.00 4,250.00 637.50 4,887.50

24,750.00 1,000.00 25,750.00 3,862.50 29,612.50

Pekerjaan Tanah

161

18,750.00 833.33 19,583.33 2,937.50 22,520.83

37,500.00 5,000.00 42,500.00 6,375.00 48,875.00

100,056.00 100,056.00 22,500.00 1,000.00 23,500.00 123,556.00 18,533.40 142,089.40

42,420.00 79,044.24 121,464.24 60,000.00 40,000.00 4,400.00 8,000.00 112,400.00 233,864.24 35,079.64 268,943.88

103,391.20 103,391.20 60,000.00 40,000.00 4,400.00 8,000.00 112,400.00 215,791.20 32,368.68 248,159.88

Pekerjaan Tanah

162

189,000.00 189,000.00 11,250.00 1,500.00 12,750.00 201,750.00 30,262.50 232,012.50

143,640.00 143,640.00 18,750.00 2,500.00 21,250.00 164,890.00 24,733.50 189,623.50

Pekerjaan Tanah

163

ANALISA HARGA SATUAN PEKERJAAN 2013 PEKERJAAN PERSIAPAN PA 6.1 6.1.1

6.1.2

1 m' Pagar Sementara dari kayu tinggi 2 meter Bahan Kayu dolken/bulat Ø 3" - 4" 1.250 Btg Semen Portland 2.500 Kg Pasir Beton 0.005 M3 Koral Beton 0.009 M3 Kayu Kelas III 0.038 M3 Paku biasa 0.060 Kg Residu/colter 0.400 Lt

x x x x x x x

Rp 20,000 Rp 1,362 Rp 106,050 Rp 168,320 Rp 3,633,730 Rp 18,900 Rp 7,700 Jumlah (1)

= = = = = = = =


25,000.00 3,405.00 530.25 1,514.88 138,081.74 1,134.00 3,080.00 172,745.87

Tenaga Tukang kayu Pekerja Kepala tukang Mandor

x x x x

Rp 100,000 Rp 75,000 Rp 110,000 Rp 100,000 Jumlah (2)

= = = = = = = =


20,000.00 30,000.00 2,200.00 2,000.00 54,200.00 226,945.87 34,041.88 260,987.75


PA 6.2 6.2.1

6.2.2

6.4.2


0.200 0.400 0.020 0.020

PA 6.12

Oh Oh Oh Oh


0.100 0.100 0.010 0.005

1 m² Membersihkan lapangan dan perataan Tenaga Pekerja 0.100 Mandor 0.050 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan

meter

x x x x x x x x

Rp 20,000 Rp 1,362 Rp 56,510 Rp 106,050 Rp 168,320 Rp 3,633,730 Rp 18,900 Rp 35,280 Jumlah (1)

= = = = = = = = =


25,000.00 3,405.00 67,812.00 530.25 1,514.88 43,604.76 1,134.00 15,876.00 158,876.89

x x x x

Rp 100,000 Rp 75,000 Rp 110,000 Rp 100,000 Jumlah (2)

= = = = = = = =


20,000.00 30,000.00 2,200.00 2,000.00 54,200.00 213,076.89 31,961.53 245,038.42

x Rp 3,633,730 x Rp 18,900 x Rp 3,633,730 Jumlah (1)

= = = =

Rp Rp Rp Rp

43,604.76 378.00 25,436.11 69,418.87

x x x x

= = = = = = = =


10,000.00 7,500.00 1,100.00 500.00 19,100.00 88,518.87 13,277.83 101,796.70

75,000 = Rp 100,000 = Rp = Rp = Rp = Rp

7,500.00 5,000.00 12,500.00 1,875.00 14,375.00

15% x A (A+B)

1 M' Pengukuran dan Pemasangan bouplank Bahan Kayu Kelas III 0.012 M3 Paku biasa 0.020 Kg Kayu papan (Kayu Kelas III) 0.007 M3

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PA 6.8 6.8.1

15% x A (A+B)

1 m' Pagar sementara dari seng gelombang tinggi 2 Bahan Kayu dolken/bulat Ø 3" - 4" 1.250 Btg Semen Portland 2.500 Kg Seng gelombang 7 kaki BJLS 1.200 Lbr Pasir beton 0.005 M3 Koral beton 0.009 M3 Kayu Kelas III 0.012 M3 Paku biasa 0.060 Kg Cat meni besi 0.450 Kg

A. Jumlah (1) + (2) B. Overhead dan Profit Harga Satuan Pekerjaan PA 6.4 6.4.1

Oh Oh Oh Oh

Oh Oh Oh Oh

Rp 100,000 Rp 75,000 Rp 110,000 Rp 100,000 Jumlah (2)

15% x A (A+B)

Oh Oh

x Rp x Rp

15% x A (A+B)

1 m² Pembuatan jalan sementara

Pekerjaan Persiapan 164

PEKERJAAN PERSIAPAN 6. 12.1 Bahan Batu belah Batu pecah 5 - 7 cm Pasir pasang

0.150 M³ 0.090 M³ 0.010 M³

6.12.2 Tenaga Pekerja Mandor


PA 6.13 1 m³ Bongkaran beton betulang 6.13.1 Tenaga Pekerja 6.667 Mandor 0.333 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan PA 6.14 1m³ Bongkaran dinding tembok bata merah 6.14.1 Tenaga Pekerja 5.000 Mandor 0.250 A. Jumlah (1) B. Overhead dan Profit Harga Satuan Pekerjaan

x Rp 225,000 x Rp 228,000 x Rp 106,050 Jumlah (1)

Rp Rp Rp Rp

33,750.00 20,520.00 1,060.50 55,330.50

x Rp 75,000 = Rp x Rp 100,000 = Rp Jumlah (2) = Rp = Rp 15% x A = Rp (A+B) = Rp

75,000.00 5,000.00 80,000.00 135,330.50 20,299.58 155,630.08

Oh Oh

75,000 = Rp 100,000 = Rp = Rp = Rp = Rp

500,025.00 33,300.00 533,325.00 79,998.75 613,323.75

75,000 = Rp 100,000 = Rp = Rp = Rp = Rp

375,000.00 25,000.00 400,000.00 60,000.00 460,000.00

x Rp x Rp

15% x A (A+B)

Oh Oh

x Rp x Rp

15% x A (A+B)

PA 6.15 1m´ Pasangan pagar kawat jaring galvanis, tinggi 1.00 m 6.15.1 Bahan Kawat jaring galvanis/BRC 0.434 Lbr x Rp 320,000 Jumlah (1) 6.15.2 Tenaga Pekerja 0.042 Oh x Rp 75,000 Kepala tukang 0.004 Oh x Rp 110,000 Tukang 0.042 Oh x Rp 100,000 Mandor 0.002 Oh x Rp 100,000 Jumlah (2) A. Jumlah (1) + (2) B. Overhead dan Profit 15% x A Harga Satuan Pekerjaan (A+B)

= = = =

= Rp = Rp

138,880.00 138,880.00

= = = = = = = =

3,150.00 440.00 4,200.00 200.00 7,990.00 146,870.00 22,030.50 168,900.50


**************LANJUT KE PEKERJAAN TANAH

Pekerjaan Persiapan 165

ANALISA BIAYA KONSTRUKSI ( ABK ) BANGUNAN GEDUNG DAN PERUMAHAN NO

JENIS PEKERJAAN

ANALISA VOLUME

HARGA BAHAN ( Rp )

HARGA UPAH ( Rp )

JUMLAH HARGA ( Rp )

A. PEKERJAAN PERSIAPAN

1

Pagar Sementara dari kayu tinggi 2 m

PA 6. 1

1

M'

172,745.87

54,200.00

226,945.87

2

Pagar Sementara dari Seng Gelombang tinggi 2 m

PA 6. 2

1

M'

158,876.89

54,200.00

213,076.89

3

Pengukuran dan Pemasangan Bouwplank

PA 6. 4

1

M'

69,418.87

19,100.00

88,518.87

4

Membersihkan Lapangan dan Perataan

PA 6. 8

1

M²

0.00

#REF!

#REF!

5

Pembuatan Jalan Sementara

PA 6. 12

1

M²

55,330.50

80,000.00

135,330.50

6

Bongkaran Beton Bertulang

PA 6. 13

1

M³

0.00

#REF!

#REF!

7

Bongkaran Dinding Tembok Bata

PA 6. 14

1

M³

0.00

#REF!

#REF!

8

Pas. Pagar Kawat Jaring Galvanis t = 1 m'

PA 6. 15

1

M'

138,880.00

7,990.00

146,870.00

B. PEKERJAAN TANAH

1

Galian Tanah Biasa sedalam 1 m'

PT 6. 1

1

M³

0.00

#REF!

#REF!

2


PT 6. 2

1

M³

0.00

#REF!

#REF!

3


PT 6. 3

1

M³

0.00

#REF!

#REF!

4

Galian Tanah Keras sedalam 1 m'

PT 6. 4

1

M³

0.00

#REF!

#REF!

5

Galian Tanah Cadas sedalam 1 m'

PT 6. 5

1

M³

0.00

#REF!

#REF!

6

Galian Tanah Lumpur sedalam 1 m'

PT 6. 6

1

M³

0.00

#REF!

#REF!

7

Stripping setinggi 1 m'

PT 6. 7

1

M³

0.00

#REF!

#REF!

8

Pembuangan Tanah sejauh 150 m'

PT 6. 8

1

M³

0.00

#REF!

#REF!

9

Urugan Kembali

PT 6. 9

1

M³

0.00

#REF!

#REF!

10 Pemadatan Tanah

PT 6. 10

1

M³

0.00

#REF!

#REF!

11 Urugan Pasir

PT 6. 11

1

M³

100,056.00

23,500.00

123,556.00

12 Pembuatan jalan sementara tbl.25 cm

PT 6. 16

1

M²

#REF!

#REF!

#REF!

C. PEKERJAAN PONDASI

1

Pas. Pondasi Bt.Kali 1 Pc : 1 Ps

PP 6. 1

1

M³

596,558.25

203,250.00

799,808.25

2


PP 6. 2

1

M³

547,152.00

203,250.00

750,402.00

3

Pas. Pondasi Bt.Kali 1 Pc : 2½ Ps

PP 6. 3

1

M³

512,923.20

203,250.00

716,173.20

4


PP 6. 4

1

M³

#REF!

#REF!

#REF!

5


PP 6. 5

1

M³

#REF!

#REF!

#REF!

6


PP 6. 6

1

M³

#REF!

#REF!

#REF!

7


PP 6. 7

1

M³

#REF!

#REF!

#REF!

8

Pas. Pondasi Bato Kosong

PP 6. 14

1

M³

#REF!

#REF!

#REF!

9

Pas. Pondasi Siklop 40% Bt.Kali

PP 6. 15

1

M³

#REF!

#REF!

#REF!

PP 6. 16

1

M³

#REF!

#REF!

#REF!

PP 6. 17

1

M³

#REF!

#REF!

#REF!

PP 6. 18

1

M³

#REF!

#REF!

#REF!

10 Pas. Pondasi Sumuran Ø 100 cm Pembuatan tiang pancang 40 x 40 cm Beton bertulang Pembuatan tiang pancang 30 x 30 cm Beton 12 bertulang 11

2

1

3

4

5

6

7

D. PEKERJAAN DINDING

1

Pas. Bata Merah tbl.1 Bata, 1 Pc : 1 Ps

PD 6. 1

1

M²

190,231.00

70,200.00

260,431.00

2


PD 6. 2

1

M²

177,028.45

70,200.00

247,228.45

3


PD 6. 3

1

M²

168,523.75

70,200.00

238,723.75

4


PD 6. 4

1

M²

#REF!

#REF!

#REF!

5

Pas. Bata Merah tbl.½ Bata, 1 Pc : 1 Ps

PD 6. 8

1

M²

#REF!

#REF!

#REF!

6


PD 6. 9

1

M²

146,038.59

70,200.00

216,238.59

7


PD 6. 10

1

M²

91,089.80

35,100.00

126,189.80

8


PD 6. 11

1

M²

85,063.94

35,100.00

120,163.94

9

Pas. Dinding Conblock (HB.20)

PD 6. 21

1

M²

#REF!

#REF!

#REF!

10 Pas. Dinding Conblock (HB.15)

PD 6. 22

1

M²

#REF!

#REF!

#REF!

11 Pas. Dinding Conblock (HB.10)

PD 6. 23

1

M²

#REF!

#REF!

#REF!

12 Pas. Dinding Lantai

PD 6. 24

1

M²

#REF!

#REF!

#REF!

13 Pas. Dinding rooster / terawang

PD 6. 25

1

M²

#REF!

#REF!

#REF!

14 Pas. Bata berongga uk.5x10x20 cm

PD 6. 26

1

M²

#REF!

#REF!

#REF!

15 Pas. Dinding Anyaman Bambu, rangka kayu

PD 6. 27

1

M²

#REF!

#REF!

#REF!

E. PEKERJAAN PELESTERAN

1

Pas. Plesteran Tbl.15 mm, 1 Pc : 1 Ps

PPL 6. 1

1

M²

22,813.25

40,650.00

63,463.25

2


PPL 6. 2

1

M²

16,046.09

40,650.00

56,696.09

3


PPL 6. 3

1

M²

13,030.06

40,650.00

53,680.06

4


PPL 6. 4

1

M²

11,044.08

40,650.00

51,694.08

5


PPL 6. 13

1

M²

9,817.91

40,650.00

50,467.91

6


PPL 6. 14

1

M²

#REF!

#REF!

#REF!

7


PPL 6. 15

1

M²

#REF!

#REF!

#REF!

8


PPL 6. 19

1

M²

#REF!

#REF!

#REF!

9


PPL 6. 20

1

M²

9,223.77

42,120.00

51,343.77

10 Pas. Plesteran Tbl.25 mm, 1 Pc : 4 Ps

PPL 6. 21

1

M²

6,207.00

42,120.00

48,327.00


PPL 6. 23

1

M²

#REF!

#REF!

#REF!


PPL 6. 24

1

M²

#REF!

#REF!

#REF!


PPL 6. 25

1

M²

21,430.13

54,400.00

75,830.13

14 Plesteran Beton T=15 mm, 1 Pc : 2 Ps

PPL 6. 29

1

M²

17,408.77

43,000.00

60,408.77

15 Plesteran Beton T=15 mm, 1 Pc : 3 Ps

PPL 6. 30

1

M²

14,725.44

54,400.00

69,125.44

16 Plesteran Skoning 1 Pc : 2 Ps

PPL 6. 31

1

M²

13,125.89

54,400.00

67,525.89

17 Plesteran Ciprat tbl.10 mm, 1 Pc : 2 Ps

PPL 6. 34

1

M²

#REF!

#REF!

#REF!

18 Plesteran Siar adukan, 1 Pc : 2 Ps

PPL 6. 35

1

M²

#REF!

#REF!

#REF!

2

1

3

4

5

6

7

F. PEKERJAAN KAYU

1

Pas. Kosen Pintu dan Jendela, kayu Jati

PK 6. 1

1

M³

2

Pas. Kosen Pintu dan Jendela, kayu M.Batu

PK 6. 2

1

M³

#REF!

#REF!

#REF!

3

Pas. Kosen Pintu dan Jendela, kayu Kapur

PK 6. 3

1

M³

#REF!

#REF!

#REF!

4

Pas. Kosen Pintu dan Jendela, kayu D.Laut

PK 6. 4

1

M³

#REF!

#REF!

#REF!

5

Pas.Pintu klamp, kayu Meranti Batu

PK 6. 5

1

M²

#REF!

#REF!

#REF!

6

Pas.Pintu klamp, kayu Jati

PK 6. 6

1

M²

#REF!

#REF!

#REF!

7

Pas.Pintu Panel, kayu Jati

PK 6. 7

1

M²

#REF!

#REF!

#REF!

8

Pas.Pintu Panel, kayu Meranti Batu

PK 6. 8

1

M²

#REF!

#REF!

#REF!

Pas.Pintu dan Jendela kaca panel, Rangka kayu Jati 10 Pas.Pintu dan Jendela kaca panel, kayu Meranti Batu 11 Pas.Pintu dan Jendela kaca panel, kayu Meranti

PK 6. 9

1

M²

#REF!

#REF!

#REF!

PK 6. 10

1

M²

#REF!

#REF!

#REF!

PK 6. 11

1

M²

#REF!

#REF!

#REF!

12 Pas.Pintu dan Jendela Jalusi, kayu Jati

PK 6. 12

1

M²

#REF!

#REF!

#REF!

13 Pas.Pintu dan Jendela Jalusi, kayu M.Batu

PK 6. 13

1

M²

#REF!

#REF!

#REF!

14 Pas.Pintu Plywood, Rangka kayu Jati

PK 6. 14

1

M²

#REF!

#REF!

#REF!

15 Pas.Pintu Plywood, Rangka kayu M.Batu

PK 6. 15

1

M²

#REF!

#REF!

#REF!

16 Pas.Jalusi mati, kusen kayu Jati

PK 6. 16

1

M²

#REF!

#REF!

#REF!

17 Pas.Jalusi mati, kusen kayu D.Laut

PK 6. 17

1

M²

#REF!

#REF!

#REF!

18 Pas.Pintu Plywood, Rangka kayu Meranti

PK 6. 18

1

M²

#REF!

#REF!

#REF!

18 Pas.Pintu Teakwood, Rangka kayu Jati

PK 6. 19

1

M²

#REF!

#REF!

#REF!

19 Pas.Pintu Teakwood, Rangka kayu M.Batu

PK 6. 20

1

M²

#REF!

#REF!

#REF!

20 Pas.Pintu Plywood + Formica, Rangka kayu Jati 21 Pas.Pintu Plywood + Formica, Rangka kayu Meranti Batu 22 Pas.Pintu Teakwood + Formica, Rangka kayu Jati 23 Pas.Pintu Teakwood + Formica, Rangka kayu Meranti Batu

PK 6. 21

1

M²

#REF!

#REF!

#REF!

PK 6. 22

1

M²

#REF!

#REF!

#REF!

PK 6. 23

1

M²

#REF!

#REF!

#REF!

PK 6. 24

1

M²

#REF!

#REF!

#REF!

24 Pas.Konstruksi Kuda-kuda, kayu D.Laut

PK 6. 29

1

M³

#REF!

#REF!

#REF!

25 Pas.Konstruksi Kuda-kuda, kayu Meranti

PK 6. 30

1

M³

#REF!

#REF!

#REF!

26 Pas.Kaso + reng genteng kodok, kayu Meranti 27 Pas.Kaso + reng genteng kodok, kayu Damar Laut

PK 6. 31

1

M²

#REF!

#REF!

#REF!

PK 6. 32

1

M²

#REF!

#REF!

#REF!

28 Pas.Kaso + reng genteng monier, kayu Jati

PK 6. 33

1

M²

Pas.Kaso + reng genteng monier, kayu PK 6. 34 Damar Laut Pas.Kaso + reng Genteng beton, kayu Damar PK 6. 35 30 Laut

1

M²

#REF!

#REF!

#REF!

1

M²

#REF!

#REF!

#REF!

31 Pas.Kaso + reng Atap Sirap, kayu D.Laut

PK 6. 36

1

M²

#REF!

#REF!

#REF!

32 Pas.Kaso + reng Atap Sirap, kayu Meranti

PK 6. 37

1

M²

#REF!

#REF!

#REF!

33 Pas.Rangka Langit2 1 x 1 m, kayu Jati

PK 6. 38

1

M²

#REF!

#REF!

#REF!

34 Pas.Rangka Langit2 1 x 1 m, kayu D.Laut

PK 6. 38 A

1

M²

#REF!

#REF!

#REF!

35 Pas.Rangka Langit2 1 x 1 m, kayu Meranti

PK 6. 38 B

1

M²

#REF!

#REF!

#REF!

9

29

10,199,448.00 2,891,000.00 13,090,448.00

#REF!

#REF!

#REF!

2

1

36 Pas.Rangka Langit2 30 x 30 cm, kayu Jati

3

4

5

6

PK 6. 44

1

M²

37 Pas.Rangka Langit2 30 x 30 cm, kayu Damar PK 6. 45 Laut 38 PK 6. 46 Pas.Rangka Langit2 30 x 30 cm, kayu Meranti

1

M²

#REF!

#REF!

#REF!

1

M²

#REF!

#REF!

#REF!

39 Pas.Lisplank 3 x 20 cm, kayu Meranti

PK 6. 47

1

M'

#REF!

#REF!

#REF!

40 Pas.Lisplank 3 x 20 cm, kayu Meranti Batu

PK 6. 48

1

M'

#REF!

#REF!

#REF!

41 Pas.Lisplank 3 x 30 cm, kayu Jati

PK 6. 49

1

M'

#REF!

#REF!

#REF!

42 Pas.Lisplank 3 x 30 cm, kayu Meranti Batu

PK 6. 50

1

M'

#REF!

#REF!

#REF!

43 Pas.Lisplank 2 x ( 3 x 20) cm, kayu Meranti Batu 44 Pas.Lisplank 2 x ( 2 x 20) cm, kayu Meranti Batu

PK 6. 51

1

M'

#REF!

#REF!

#REF!

PK 6. 52

1

M'

#REF!

#REF!

#REF!

45 Pas.Lisplank 2 x ( 2 x 20) cm, kayu Meranti

PK 6. 53

1

M'

#REF!

#REF!

#REF!

46 Pas.Rangka Dinding Pemisah, kayu D.Laut

PK 6. 54

1

M²

#REF!

#REF!

#REF!

PK 6. 55

1

M²

#REF!

#REF!

#REF!

48 Pas.Dinding Pemisah Teakwood, kayu Damar PK 6. 56 Laut 49 Pas.Dinding Pemisah Plywood, kayu Damar PK 6. 57 Laut

1

M²

#REF!

#REF!

#REF!

1

M²

#REF!

#REF!

#REF!

50 Pas.Dinding Lambesring, kayu Jati

PK 6. 58

1

M²

#REF!

#REF!

#REF!

51 Pas.Plywood 4 mm utk Dinding

PK 6. 59

1

M²

#REF!

#REF!

#REF!

52 Pas.List Plafond, kayu profil

PK 6. 60

1

M'

#REF!

#REF!

#REF!

47 Pas.Rangka Dinding Pemisah, kayu Meranti

#REF!

#REF!

7 #REF!

G. PEKERJAAN BETON

1

Pas. Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr

PB 6. 1

1

M³

539,954.47

162,630.00

702,584.47

2


PB 6. 2

1

M³

#REF!

#REF!

#REF!

3


PB 6. 3

1

M³

#REF!

#REF!

#REF!

4

Pas. Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr, tebal 5 PB 6. 4 cm

1

M²

#REF!

#REF!

#REF!

5


PB 6. 5

1

M³

#REF!

#REF!

#REF!

6


PB 6. 6

1

M³

#REF!

#REF!

#REF!

7

Pas. Beton Tumbuk, 1 Pc : 2 Ps : 2½ Kr

PB 6. 7

1

M³

#REF!

#REF!

#REF!

8

Pas. Beton Tumbuk, 1 Pc : 1½ Ps : 3 Kr

PB 6. 8

1

M³

#REF!

#REF!

#REF!

9

Pas. Beton Tumbuk, 1 Pc : 1½ Ps : 2½ Kr

PB 6. 9

1

M³

#REF!

#REF!

#REF!

10 Pas. Beton Bertulang, 1 Pc : 1 Ps : 2 Kr

PB 6. 10

1

M³

#REF!

#REF!

#REF!

11 Membuat Tiang Pancang Prestressed Beton

PB 6. 11

1

M³

#REF!

#REF!

#REF!


PB 6. 13

1

M³

#REF!

#REF!

#REF!


PB 6. 14

1

M³

#REF!

#REF!

#REF!

14 Pas. Beton Bertulang, 1 Pc : 1½ Ps : 3 Kr

PB 6. 15

1

M³

#REF!

#REF!

#REF!

15 Pas. Beton Bertulang, 1 Pc : 1½ Ps : 2½ Kr

PB 6. 16

1

M³

#REF!

#REF!

#REF!


PB 6. 17

1

M³

#REF!

#REF!

#REF!

17 Pembesian dengan besi polos

PB 6. 25

1

Kg

#REF!

#REF!

#REF!

18 Kabel Prestressed polos / strends

PB 6. 26

1

Kg

#REF!

#REF!

#REF!

19 Pas. Bekisting untuk Pondasi

PB 6. 28

1

M²

#REF!

#REF!

#REF!

1

2

3

4

5

6

7

20 Pas. Bekisting untuk Sloof

PB 6. 29

1

M²

#REF!

#REF!

#REF!

21 Pas. Bekisting untuk Kolom

PB 6. 30

1

M²

#REF!

#REF!

#REF!

22 Pas. Bekisting untuk Balok

PB 6. 31

1

M²

#REF!

#REF!

#REF!

23 Pas. Bekisting untuk Lantai

PB 6. 32

1

M²

#REF!

#REF!

#REF!

24 Pas. Bekisting untuk Dinding

PB 6. 33

1

M²

#REF!

#REF!

#REF!

25 Pas. Bekisting untuk Tangga

PB 6. 34

1

M²

#REF!

#REF!

#REF!

26 Pas. Beton dengan Mutu K 225

PB 6. 35

1

M³

#REF!

#REF!

#REF!

27 Pas. Beton dengan Mutu K 275

PB 6. 36

1

M³

#REF!

#REF!

#REF!

28 Pas. Bekisting Jembatan Cor

PB 6. 37

1

M²

#REF!

#REF!

#REF!

PB 6. 38

1

M³

#REF!

#REF!

#REF!

PB 6. 39

1

M³

#REF!

#REF!

#REF!

PB 6. 40

1

M³

#REF!

#REF!

#REF!

PB 6. 41

1

M³

#REF!

#REF!

#REF!

PB 6. 42

1

M³

#REF!

#REF!

#REF!

PB 6. 43

1

M³

#REF!

#REF!

#REF!

PB 6. 44

1

M³

#REF!

#REF!

#REF!

PB 6. 46

1

M³

#REF!

#REF!

#REF!

29 30 31 32 33 34 35

Membuat Pondasi beton bertulang 150 kg besi + bekisting ) Membuat Sloof beton bertulang 200 kg besi + bekisting ) Membuat Kolom beton bertulang 300 kg besi + bekisting ) Membuat Balok beton bertulang 200 kg besi + bekisting ) Membuat Balok beton bertulang 150 kg besi + bekisting ) Membuat Dinding beton bertulang 150 kg besi + bekisting ) Membuat Tangga beton bertulang 150 kg besi+bekisting )

( ( ( ( (

36 Pas. Ringbalk Btn Bertulang, (10 x 15) cm

( (

H. PEKERJAAN PENUTUP ATAP

1

Pas. Atap Genteng Plantong kecil

PPA 6 1

1

M²

#REF!

#REF!

#REF!

2

Pas. Atap Genteng kodok / Glazzur

PPA 6 2

1

M²

#REF!

#REF!

#REF!

3

Pas. Atap Genteng Plantong Super / besar

PPA 6 3

1

M²

#REF!

#REF!

#REF!

4

Pas. Bubung Genteng Plantong kecil

PPA 6 4

1

M'

#REF!

#REF!

#REF!

5

Pas. Bubung Atap Genteng kodok

PPA 6 5

1

M'

#REF!

#REF!

#REF!

6

Pas. Bubung Genteng Plantong besar

PPA 6 6

1

M'

#REF!

#REF!

#REF!

7

Pas. Atap Roof light Fibreglass 180x90 cm

PPA 6 7

1

M²

28,779.00

18,670.00

47,449.00

PPA 6 8

1

M²

#REF!

#REF!

#REF!

PPA 6 9

1

M²

#REF!

#REF!

#REF!

PPA 6 10

1

M²

#REF!

#REF!

#REF!

PPA 6 11

1

M²

31,545.60

18,970.00

50,515.60

PPA 6 12

1

M²

#REF!

#REF!

#REF!

PPA 6 13

1

M²

#REF!

#REF!

#REF!

PPA 6 14

1

M²

#REF!

#REF!

#REF!

PPA 6 18

1

M²

#REF!

#REF!

#REF!

PPA 6 19

1

M²

#REF!

#REF!

#REF!

PPA 6 20

1

M²

#REF!

#REF!

#REF!

PPA 6 21

1

M²

#REF!

#REF!

#REF!

PPA 6 22

1

M'

15,979.00

20,630.00

36,609.00

8 9 10 11 12 13 14 15 16 17 18

Pas. Atap Asbes Gelombang (2,70 x 0,92 x 5 mm) Pas. Atap Asbes Gelombang (2,40 x 0,92 x 5 mm) Pas. Atap Asbes Gelombang (2,10 x 0,92 x 5 mm) Pas. Atap Asbes Gelombang (1,80 x 0,92 x 5 mm) Pas. Atap Asbes Gelombang (2,40 x 1,05 x 4 mm) Pas. Atap Asbes Gelombang (2,10 x 1,05 x 4 mm) Pas. Atap Asbes Gelombang (1,80 x 1,05 x 4 mm) Pas. Atap Asbes Gelombang (2,70 x 1,08 x 6 mm) Pas. Atap Asbes Gelombang (2,40 x 1,08 x 6 mm) Pas. Atap Asbes Gelombang (2,10 x 1,08 x 6 mm) Pas. Atap Asbes Gelombang (1,80 x 1,08 x 6 mm)

19 Pas. Bubung/Nok stel gelombang 0,92 m

2

1

3

4

5

6

7


PPA 6 23

1

M'

#REF!

#REF!

#REF!


PPA 6 24

1

M'

#REF!

#REF!

#REF!

22 Pas. Nok Paten 0,92 m

PPA 6 25

1

M'

#REF!

#REF!

#REF!


PPA 6 26

1

M'

#REF!

#REF!

#REF!


PPA 6 27

1

M'

#REF!

#REF!

#REF!

25 Pas. Nok stel rata 0,92 m

PPA 6 28

1

M'

#REF!

#REF!

#REF!

26 Pas. Nok stel rata 1,05 m

PPA 6 29

1

M'

#REF!

#REF!

#REF!

27 Pas. Atap Genteng Beton

PPA 6 30

1

M²

89,337.00

27,100.00

116,437.00

28 Pas. Atap Genteng Aspal

PPA 6 31

1

M²

241,454.50

46,330.00

287,784.50

29 Pas. Atap Genteng Metal/Multi roof

PPA 6 32

1

M²

91,500.00

27,100.00

118,600.00

30 Pas. Atap Sirap

PPA 6 33

1

M²

65,580.00

41,000.00

106,580.00

31 Pas. Nok genteng Beton

PPA 6 34

1

M'

52,060.20

54,200.00

106,260.20

32 Pas. Nok genteng Aspal

PPA 6 35

1

M'

83,510.07

37,725.00

121,235.07

33 Pas. Nok genteng Metal

PPA 6 36

1

M'

46,199.00

36,700.00

82,899.00

34 Pas. Nok genteng Sirap

PPA 6 37

1

M'

60,013.36

37,725.00

97,738.36

35 Pas. Atap Seng Gelombang

PPA 6 38

1

M²

55,350.20

16,260.00

71,610.20

36 Pas. Nok Atap seng gelombang

PPA 6 39

1

M'

23,842.60

19,730.00

43,572.60

37 Pas. Atap Alluminium

PPA 6 40

1

M²

103,699.60

20,230.00

123,929.60

38 Pas. Nok Alluminium

PPA 6 41

1

M'

58,689.20

19,600.00

78,289.20

39 Pas. Alluminium foil / sisalation

PPA 6 42

1

M²

38,850.00

17,600.00

56,450.00

Pas. Langit2 Asbes (1 x 1) m tbl.6 mm

PLL 6 1

1

M²

19,593.00

13,420.00

33,013.00

2


PLL 6 2

1

M²

103,425.00

22,920.00

126,345.00

3


PLL 6 3

1

M²

99,951.00

19,100.00

119,051.00

4

Pas. Langit2 Asbes (1 x 1) m tbl.3,5 mm

PLL 6 4

1

M²

103,380.00

19,100.00

122,480.00

5

Pas. Langit2 Akustik (30 x 30) cm

PLL 6 5

1

M²

26,948.25

19,100.00

46,048.25

6


PLL 6 6

1

M²

102,467.85

152,800.00

255,267.85

7


PLL 6 7

1

M²

28,913.50

18,500.00

47,413.50

8

Pas. Langit2 Plywood (30 x 60) cm t.4 mm

PLL 6 8

1

M²

15,690.00

11,460.00

27,150.00

9

Pas. Langit2 Plywood (30 x 60) cm t.6 mm

PLL 6 9

1

M²

105,501.00

95,500.00

201,001.00

10 Pas. Langit2 Plywood (60 x 120) cm t.4 mm

PLL 6 10

1

M²

22,239.00

9,600.00

31,839.00

11 Pas. Langit2 Plywood (60 x 120) cm t.6 mm

PLL 6 11

1

M²

#REF!

#REF!

#REF!

12 Pas. Langit2 Teakwood (30 x 60) cm t.4 mm

PLL 6 12

1

M²

#REF!

#REF!

#REF!

13 Pas. Langit2 Teakwood (60 x 120) cm 4 mm

PLL 6 13

1

M²

#REF!

#REF!

#REF!

14 Pas. Langit2 Kayu Jati

PLL 6 14

1

M²

#REF!

#REF!

#REF!

15 Pas. Langit2 Papan Rider

PLL 6 16

1

M²

#REF!

#REF!

#REF!

16 Pas. Langit2 Soft board

PLL 6 17

1

M²

#REF!

#REF!

#REF!

I.

PEKERJAAN LANGIT LANGIT

2

1 17

Pas. Langit2 Akustik 60 x 120 cm + Rangka Alluminium

3

4

5

6

7

PLL 6 18

1

M²

#REF!

#REF!

#REF!

PLL 6 19

1

M'

#REF!

#REF!

#REF!

PLL 6 20

1

M²

#REF!

#REF!

#REF!

PLL 6 21

1

M²

#REF!

#REF!

#REF!

PLL 6 22

1

M²

#REF!

#REF!

#REF!

PLL 6 23

1

M²

#REF!

#REF!

#REF!

23 Pas. Langit2 Gypsum Board, tebal 9 mm

PLL 6 24

1

M²

#REF!

#REF!

#REF!


PLL 6 24A

1

M²

#REF!

#REF!

#REF!


PLL 6 24B

1

M²

#REF!

#REF!

#REF!

18 Pas. List Langit2 Kayu Profil 3" Pas. Langit2 Asbes (1 x 1) m, tbl.3,2 mm, Rangka Kayu Meranti Pas. Langit2 Plywood 4 mm + Rangka Kayu 20 Meranti Pas. Langit2 Akustik (30 x 60) cm + Rangka 21 Kayu Meranti Pas. Langit2 Akustik (30 x 30) cm + Rangka 22 Kayu Meranti 19

J.

PEKERJAAN SANITASI

1

Kloset Duduk / monoblok

PS 6

1

1

Bh

1,749,000.00

430,000.00

2,179,000.00

2

Kloset Jongkok Porselen

PS 6

2

1

Bh

177,022.50

260,000.00

437,022.50

3

Kloset Jongkok Teraso

PS 6

3

1

Bh

#REF!

#REF!

#REF!

4

Urinoir

PS 6

4

1

Bh

975,232.50

196,000.00

1,171,232.50

5

Washtafel

PS 6

5

1

Bh

597,232.50

261,500.00

858,732.50

6

Bak Mandi Teraso volume 0,3 m³

PS 6

6

1

Bh

#REF!

#REF!

#REF!

7

Bak Mandi Fibreglass volume 0,3 m³

PS 6

7

1

Bh

219,480.00

205,940.00

425,420.00

8

Bak Mandi Batu bata volume 0,3 m³

PS 6

8

1

Bh

495,427.00

588,000.00

1,083,427.00

9

Bak Kift Porselen

PS 6

9

1

Bh

#REF!

#REF!

#REF!

10 Bak Beton volume 1 m³

PS 6

10

1

Bh

#REF!

#REF!

#REF!

11 Bak Fibreglass volume 1 m³

PS 6

11

1

Bh

490,974.40

864,000.00

1,354,974.40

12 Pas. Pipa Beton Ø 30 - 100 cm

PS 6

15

1

M'

#REF!

#REF!

#REF!

13 Bak Kontrol bt.bata (30 x30) cm, t= 35 cm

PS 6

16

1

Bh

239,832.50

343,265.00

583,097.50


PS 6

17

1

Bh

390,953.00

166,070.00

557,023.00


PS 6

18

1

Bh

591,891.76

260,220.00

852,111.76

16 Pas. Pipa Galvanis Ø ½"

PS 6

19

1

M'

19,685.00

16,740.00

36,425.00

17 Pas. Pipa Galvanis Ø ¾"

PS 6

20

1

M'

26,040.00

16,740.00

42,780.00

18 Pas. Pipa Galvanis Ø 1"

PS 6

21

1

M'

32,550.00

16,740.00

49,290.00

19 Pas. Pipa Galvanis Ø 1½"

PS 6

22

1

M'

48,825.00

28,620.00

77,445.00


PS 6

23

1

M'

66,727.50

28,620.00

95,347.50


PS 6

24

1

M'

#REF!

#REF!

#REF!

22 Pas. Pipa PVC type AW Ø ½"

PS 6

25

1

M'

6,944.00

9,540.00

16,484.00

23 Pas. Pipa PVC type AW Ø ¾"

PS 6

26

1

M'

8,897.00

9,540.00

18,437.00

24 Pas. Pipa PVC type AW Ø 1"

PS 6

27

1

M'

13,888.00

9,540.00

23,428.00

25 Pas. Pipa PVC type AW Ø 1½"

PS 6

28

1

M'

16,275.00

9,540.00

25,815.00


PS 6

29

1

M'

18,228.00

14,310.00

32,538.00

27 Pas. Pipa PVC type AW Ø 2½"

PS 6

30

1

M'

21,700.00

9,540.00

31,240.00


PS 6

31

1

M'

27,993.00

21,470.00

49,463.00


PS 6

32

1

M'

39,494.00

21,470.00

60,964.00

2

1

3

4

5

6

7

30 Bak Cuci Piring Steinlees 2 lobang

PS 6

33

1

Bh

816,900.00

35,700.00

852,600.00

31 Bak Cuci Piring Teraso 2 lobang

PS 6

34

1

Bh

314,792.50

59,500.00

374,292.50

32 Pas. Kran air ½" atau ¾"

PS 6

35

1

Bh

15,000.00

12,350.00

27,350.00

33 Pas. Floor Drain # 4"

PS 6

36

1

Bh

21,180.00

12,350.00

33,530.00

K. PEKERJAAN BESI DAN ALLUMINIUM

1

Pas. Rangka Atap baja

PBA 6 1

1

Kg

27,025.00

11,190.00

38,215.00

2

Pas. Pintu besi

PBA 6 2

1

M²

27,025.00

11,460.00

38,485.00

3

Pas. Jendela besi

PBA 6 3

1

M²

8,590.00

18,110.00

26,700.00

4

Pas. Pintu Gulung besi

PBA 6 5

1

M²

1,109,648.50

200,500.00

1,310,148.50

5

Pas. Pintu Lipat besi

PBA 6 6

1

M²

#REF!

#REF!

#REF!

6

Pas. Sunscreen Alluminium

PBA 6 7

1

M²

#REF!

#REF!

#REF!

7

Pas. Rolling Door

PBA 6 8

1

M²

#REF!

#REF!

#REF!

8

Pas. Pintu Alluminium

PBA 6 9

1

M²

#REF!

#REF!

#REF!

9

Pas. Venetions blainds

PBA 6 10

1

M²

#REF!

#REF!

#REF!

10 Pas. Verticals blainds

PBA 6 11

1

M²

#REF!

#REF!

#REF!

11 Pas. Teralis besi

PBA 6 12

1

M²

#REF!

#REF!

#REF!

12 Pas. Kawat Harmonika # 2"

PBA 6 13

1

M²

#REF!

#REF!

#REF!

13 Pas. Kawat Nyamuk

PBA 6 14

1

M²

#REF!

#REF!

#REF!

14 Pas. Kawat Kassa

PBA 6 15

1

M²

#REF!

#REF!

#REF!

15 Pas. Kawat Burung

PBA 6 16

1

M²

#REF!

#REF!

#REF!

16 Pas. Jendela Naco dan Teralis

PBA 6 17

1

M²

#REF!

#REF!

#REF!

17 Pas. Talang Datar, Seng BJLS 35

PBA 6 18

1

M'

#REF!

#REF!

#REF!

18 Pas. Talang Miring, Seng BJLS 35

PBA 6 19

1

M'

#REF!

#REF!

#REF!

19 Pas. Talang 1/2 Ø 10 cm, Seng BJLS 35

PBA 6 20

1

M'

#REF!

#REF!

#REF!

20 Pas. Talang 1/2 Ø 10 cm, Seng BJLS 30

PBA 6 21

1

M'

#REF!

#REF!

#REF!

L. PEKERJAAN KUNCI DAN KACA

1

Pas. Kunci Tanam Antik

PKK 6 1

1

Bh

214,500.00

71,400.00

285,900.00

2

Pas. Kunci Tanam Biasa

PKK 6 2

1

Bh

65,000.00

52,350.00

117,350.00

3

Pas. Kunci Tanam Kmr.mandi

PKK 6 3

1

Bh

35,300.00

51,175.00

86,475.00

4

Pas. Kunci Silinder

PKK 6 4

1

Bh

36,000.00

50,950.00

86,950.00

5

Pas. Engsel Pintu

PKK 6 5

1

Bh

14,120.00

17,850.00

31,970.00

6

Pas. Engsel Jendela Kupu-kupu

PKK 6 6

1

Bh

8,400.00

11,900.00

20,300.00

7

Pas. Engsel Angin

PKK 6 7

1

Bh

7,030.00

24,700.00

31,730.00

8

Pas. Spring Knip

PKK 6 8

1

Bh

#REF!

#REF!

#REF!

9

Pas. Kait Angin

PKK 6 9

1

Bh

19,120.00

17,850.00

36,970.00

10 Pas. Door closer

PKK 6 10

1

Bh

210,000.00

59,500.00

269,500.00

11 Pas. Kunci Selot

PKK 6 11

1

Bh

27,230.00

23,800.00

51,030.00

12 Pas. Pegangan/Handle Pintu

PKK 6 12

1

Bh

105,000.00

59,500.00

164,500.00

2

1

3

4

5

6

7

13 Pas. Door stop

PKK 6 13

1

Bh

38,120.00

11,900.00

50,020.00

14 Pas. Rel pintu dorong

PKK 6 14

1

Bh

160,330.00

71,400.00

231,730.00

15 Pas. Kunci Lemari

PKK 6 15

1

M²

12,340.00

29,750.00

42,090.00

16 Pas. Kaca Polos tbl.3 mm

PKK 6 16

1

M²

99,000.00

17,850.00

116,850.00


PKK 6 17

1

M²

132,000.00

18,442.50

150,442.50


PKK 6 18

1

M²

284,592.00

19,632.50

304,224.50

19 Pas. Kaca Buram tbl.5 mm

PKK 6 19

1

M²

139,466.50

18,442.50

157,909.00

20 Pas. Kaca Cermin tbl.5 mm

PKK 6 20

1

M²

176,000.00

18,442.50

194,442.50

21 Pas. Kaca Cermin tbl.8 mm

PKK 6 21

1

M²

284,592.00

19,632.50

304,224.50

22 Pas. Kaca Wireglass tbl.5 mm

PKK 6 23

1

M²

166,375.00

18,442.50

184,817.50

23 Pas. Kaca Patri tbl.5 mm

PKK 6 24

1

M²

186,340.00

29,750.00

216,090.00

23 Pas. Kaca Reyben tbl.5 mm

PKK 6 24A

1

M²

137,500.00

18,442.50

155,942.50

M. PEK. PENUTUP DINDING DAN LANTAI

1

Pas. Lantai Ubin Granito 40 x 40 cm

PPL 6 9

1

M²

75,137.85

33,980.00

109,117.85

2

Pas. Lantai Ubin Granito 30 x 30 cm

PPL 6 10

1

M²

#REF!

#REF!

#REF!

3

Pas. Lantai Ubin Terralux Marmar 60/60 cm

PPL 6 13

1

M²

#REF!

#REF!

#REF!

4


PPL 6 14

1

M²

#REF!

#REF!

#REF!

5


PPL 6 15

1

M²

#REF!

#REF!

#REF!

6

Pas. Plint Ubin Granito 10 x 40 cm

PPL 6 24

1

M'

#REF!

#REF!

#REF!

7

Pas. Plint Ubin Granito 10 x 30 cm

PPL 6 25

1

M'

#REF!

#REF!

#REF!

8

Pas. Plint Terralux Marmar 10 x 60 cm

PPL 6 28

1

M'

#REF!

#REF!

#REF!

9

Pas. Plint Terralux Marmar 10 x 40 cm

PPL 6 29

1

M'

304,590.45

33,980.00

338,570.45

10 Pas. Plint Terralux Marmar 10 x 30 cm

PPL 6 30

1

M'

335,516.45

35,230.00

370,746.45

11 Pas. Lantai Keramik Artistik 10 x 20 cm

PPL 6 34

1

M²

#REF!

#REF!

#REF!


PPL 6 35

1

M²

#REF!

#REF!

#REF!


PPL 6 36

1

M²

370,465.45

32,520.00

402,985.45

14 Pas. Plint Keramik Artistik 10 x 20 cm

PPL 6 37

1

M'

349,011.45

33,980.00

382,991.45


PPL 6 38

1

M'

376,349.25

35,230.00

411,579.25


PPL 6 39

1

M'

#REF!

#REF!

#REF!

17 Pas. Plint Keramik 10 x 20 cm

PPL 6 39A

1

M'

#REF!

#REF!

#REF!


PPL 6 39B

1

M'

#REF!

#REF!

#REF!


PPL 6 39C

1

M'

#REF!

#REF!

#REF!

20 Pas. Plint Vynil tanpa adukan

PPL 6 41

1

M'

#REF!

#REF!

#REF!

21 Pas. Lantai Keramik 10 x 20 cm

PPL 6 42

1

M²

#REF!

#REF!

#REF!


PPL 6 43

1

M²

#REF!

#REF!

#REF!


PPL 6 44

1

M²

#REF!

#REF!

#REF!

1

2

3

4

5

6

7


PPL 6 45

1

M²

50,992.03

17,240.00

68,232.03


PPL 6 46

1

M²

64,007.03

17,240.00

81,247.03


PPL 6 47

1

M²

#REF!

#REF!

#REF!

27 Pas. Lantai Keramik 30 x 30 cm anti slip

PPL 6 48

1

M²

#REF!

#REF!

#REF!


PPL 6 49

1

M²

115,792.03

17,240.00

133,032.03

29 Pas. Lantai Mosaik 30 x 30 cm Ex lokal

PPL 6 50

1

M²

83,057.03

17,240.00

100,297.03

30 Pas. Lantai Marmar

PPL 6 51

1

M²

64,007.03

17,240.00

81,247.03

31 Pas. Lantai Karpet 100% Wool

PPL 6 52

1

M²

#REF!

#REF!

#REF!

32 Pas. Lantai Karpet 80% Wool, 20% Nylon

PPL 6 53

1

M²

14,705.25

94,850.00

109,555.25

33 Pas. Lantai Karpet Vynil

PPL 6 55

1

M²

16,330.65

94,850.00

111,180.65

34 Pas. Lantai Parquet Jati

PPL 6 56

1

M²

#REF!

#REF!

#REF!

35 Pas. Dinding Porselen 11 x 11 cm, putih

PPL 6 58

1

M²

99,303.45

94,850.00

194,153.45

36 Pas. Dinding Porselen 11 x 11 cm, warna

PPL 6 59

1

M²

88,388.49

94,850.00

183,238.49

37 Pas. Dinding Porselen 15 x 15 cm, putih

PPL 6 60

1

M²

#REF!

#REF!

#REF!

38 Pas. Dinding Porselen 15 x 15 cm, warna

PPL 6 61

1

M²

202,747.25

94,850.00

297,597.25

39 Pas. Dinding Keramik artistik 10 x 20 cm

PPL 6 64

1

M²

13,197.13

17,240.00

30,437.13

40 Pas. Dinding Keramik artistik 5 x 20 cm

PPL 6 65

1

M²

15,831.43

17,240.00

33,071.43

41 Pas. Dinding Keramik 10 x 20 cm

PPL 6 66

1

M²

10,787.37

17,240.00

28,027.37


PPL 6 67

1

M²

#REF!

#REF!

#REF!


PPL 6 68

1

M²

265,570.83

94,850.00

360,420.83


PPL 6 69

1

M²

75,600.00

32,520.00

108,120.00

45 Pas. Dinding Marmar

PPL 6 70

1

M²

12,000.00

#REF!

#REF!

46 Pas. Dinding Bata pelapis 7 x 3 x 20 cm

PPL 6 71

1

M²

0.00

#REF!

#REF!

47 Pas. Dinding Batu Poros

PPL 6 73

1

M²

0.00

#REF!

#REF!

48 Pas. Dinding Batu tempel hitam

PPL 6 74

1

M²

5,418.00

5,000.00

10,418.00

49 Pas. Lantai Vynil karet 30 x 30 cm Kls.I

PPL 6 75

1

M²

1,908.90

4,950.00

6,858.90

50 Pas. Lantai Vynil karet 30 x 30 cm Kls.II

PPL 6 76

1

M²

#REF!

#REF!

#REF!

51 Pas. Lantai Vynil asbes 30 x 30 cm

PPL 6 77

1

M²

1,908.90

4,950.00

6,858.90

52 Pas. Lantai Vynil motif kembang 30 x 30 cm

PPL 6 78

1

M²

1,908.90

4,950.00

6,858.90

53 Pas. Wall corverting lbr 50 cm

PPL 6 79

1

M²

1,908.90

4,950.00

6,858.90

54 Pas. Plint kayu jati 2 x 10 cm

PPL 6 82

1

M'

1,908.90

4,950.00

6,858.90

55 Pas. Plint kayu Meranti Batu 2 x 10 cm

PPL 6 82A

1

M'

2,651.25

7,150.00

9,801.25

Daftar Analisa Pu 2013

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