analisa rab 2013

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DAFTAR HARGA SATUAN UPAH DINAS PEKERJAAN UMUM KABUPATEN REMBANG

TAHUN 2013

EDISI JANUARI 2013

NO. JENIS PEKERJAAN SATUAN HARGA SATUAN

KETERANGAN (Rp)

1 P e k e r j a Org 36,000.00

2 Penjaga Org 36,000.00

3 T u k a n g Org 51,000.00

4 T u k a n g B a t u Org 51,000.00

5 T u k a n g B e s i Org 51,000.00

6 T u k a n g C a t Org 51,000.00

7 T u k a n g G a l i Org 48,000.00

8 T u k a n g K a y u Org 51,000.00

9 T u k a n g L e i d e n g Org 51,000.00

10 T u k a n g P l i t u r Org 48,000.00

11 S o p i r Org 48,000.00

12 M e k a n i k Org 45,000.00

13 Operator terlatih Org 51,000.00

14 P e m b . Sopir Org 36,000.00

15 Pembantu Mekanik Org 45,000.00

16 Pembantu Operator Org 42,000.00

17 Kepala Tukang Org 51,000.00

18 Kepala Tukang Batu Org 54,000.00

19 K e p . T u k a n g Besi Org 54,000.00

20 K e p . T u k a n g Cat Org 54,000.00

21 Kepala Tukang Gali Org 54,000.00

22 K e p . T u k a n g Kayu Org 54,000.00

23 Kepala Tukang Ledeng Org 54,000.00

24 Kepala Tukang Plitur Org 54,000.00

25 Mandor Lapangan Org 48,000.00

Rembang, Januari 2013

KEPALA DINAS PEKERJAAN UMUMKABUPATEN REMBANG

Ir. MUJOKO, MT.NIP. 010 234 645 / 19620715 199011 1 002

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DAFTAR HARGA SATUAN BAHAN DINAS PEKERJAAN UMUM KABUPATEN REMBANG

TAHUN 2013 EDISI JANUARI 2013

NO. J E N I S B A H A N SATUAN KET.

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I B A H A N D A S A R 1 BATU KALI

1 Batu Alam m2 99,000.00 2 Batu Apung kg 20,200.00 3 Batu Belah m3 125,000.00 4 Batu Kali Bulat m3 138,700.00 5 Batu Grosok (pudel) m3 140,000.00 6 Batu Pecah 0,5/1 m3 287,000.00 7 Batu Pecah 1/1 m3 262,000.00 8 Batu Pecah 1/2 m3 274,000.00 9 Batu Pecah 2/3 m3 272,000.00 10 Batu Pecah 3/5 m3 229,000.00 11 Batu Pecah 5/7 m3 152,000.00 12 Batu Tempel m2 101,000.00 13 Batu Bolder m3 238,000.00

2 KERIKIL 1 Kerikil Biasa m3 31,000.00 2 Kerikil Sawur/Koral m3 30,000.00

3 BATU BATA 1 Bata Merah Lokal bh 500.00 2 Batako Besar (10/20/40) bh 4,300.00 3 Batako Kecil (7/11/25) bh 1,200.00 4 Batako Sedang (12/15/30) bh 3,300.00

4 PASIR 1 Pasir Beton (Cepu) m3 250,000.00 2 Pasir Beton (Muntilan) m3 355,000.00 3 Pasir Kwarsa m3 134,000.00 4 Pasir Pasang (Cepu) m3 230,000.00 5 Pasir Urug (Timbunan ) m3 68,000.00 6 Sirtu (tidak di ayak) m3 117,000.00 7 Sirtu Royalty m3 50,000.00 8 Abu Batu m3 129,000.00 9 Abu Batu (Tayu) m3 232,000.00

5 TANAH 1 Tanah Biasa m3 55,000.00 2 Tanah Liat m3 61,000.00 3 Tanah Padas m3 37,000.00 4 Timbunan Pilihan (tanah pilihan) m3 76,000.00

6 KAPUR 1 Kapur Labor kg 3,000.00 2 Kapur Pasang (Padam) m3 215,600.00

7 PORTLAND CEMENT 1 Portland Cement/PC kg 1,750.00 2 Portland Cement/PC(40 kg) zak 70,000.00 3 Portland Cement/PC(50kg) zak 87,500.00 4 Portland Cement/PC Curah kg 1,275.00 5 Portland Pozzolan Cement/PPC kg 1,550.00 6 Portland Pozzolan Cement/PPC-Warna kg 2,350.00 7 Portland Pozzolan Cement/PPC ( 40kg) zak 62,000.00 8 Portland Pozzolan Cement/PPC(50kg) zak 77,500.00 9 Portland Pozzolan Cement/PPC (50kg)-warna zak 117,500.00

7 BETON 1 Adukan Beton K125 ready mix m3 912,500.00 2 Adukan Beton K175 ready mix m3 975,000.00 3 Adukan Beton K200 ready mix m3 1,006,250.00 4 Adukan Beton K225 ready mix m3 1,037,500.00 5 Adukan Beton K250 ready mix m3 1,062,500.00 6 Adukan Beton K300 ready mix m3 1,125,000.00 7 Adukan Beton K325 ready mix m3 1,162,500.00

7 TRAS (TANAH KAPUR) 1 Tras m3 140,000.00

II B A H A N P E N U T U P A T A P

1 SIRAP 1 Sirap bh 6,900.00 2 Sirap( 100 lbr ) pak 285,000.00

2 GENTENG BETON 1 Genteng Beton Warna (standard) bh 3,000.00 2 Genteng Beton bh 4,800.00 3 Genteng Kerpus Beton bh 10,000.00 4 Genteng Kerpus Beton Warna (standard) bh 10,000.00

3 GENTENG TANAH LIAT

HARGA SATUAN

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HARGA SATUAN

1 Genteng biasa bh 1,300.00 2 Genteng Jatiwangi bh 4,200.00 3 Genteng Keramik bh 12,200.00 4 Genteng Mantili Besar bh 1,500.00 5 Geneteng Mantili Kecil bh 1,300.00 6 Genteng Pres bh 1,100.00 7 Genteng Kerpus Jatiwangi bh 11,600.00 8 Genteng Kerpus Keramik bh 21,300.00 9 Genteng Kerpus Lokal bh 3,500.00 10 Genteng Kerpus Mantili bh 3,500.00

5 ASBES GELOMBANG 1 Asbes gelombang ( 80 x 210 ) cm bh 50,000.00 2 Asbes gelombang besar 5 mm ( 120 x 240 ) cm lbr 117,000.00 3 Asbes gelombang besar 5 mm ( 90 x 180 ) cm lbr 97,000.00 4 Asbes gelombang Kecil 5 mm ( 120 x 240 ) cm lbr 89,000.00 5 Asbes gelombang Kecil 5 mm ( 90 x 180 ) cm lbr 59,000.00 6 Asbes gelombang ( 80 x 180 ) cm lbr 53,000.00 7 Asbes gelombang ( 80 x 240 ) cm lbr 68,000.00

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6 ASBES PLAT 1 Asbes Plat 100cm X 100 cm X 5 mm bh 21,000.00 2 Asbes Plat 100cm X 200 cm X 5 mm bh 58,000.00

3 Asbes Plat 100cm X 240 cm X 5 mm bh 75,000.00 4 Sekrup asbes bh 1,600.00

7 SENG PLAT 1 Seng Plat BJLS 0,30 panjang 180 cm m' 60,300.00 2 Seng Plat BJLS 0,30 panjang 240 cm m' 78,300.00 3 Seng Plat BWG 0, 28 x 80 m' 46,300.00 4 Seng Plat BWG 28 x 90 m' 51,900.00

8 SENG GELOMBANG 1 Seng gel. Kecil 0,70 x 1,80 m lbr 59,000.00 2 Seng gel. Kecil 0,70 x 2,10 m lbr 69,000.00 3 Seng gel. BJLS 0,28 panjang 180 cm lbr 60,000.00 4 Seng gel. BJLS 0,30 panjang 180 cm lbr 60,300.00 5 Seng gel. BJLS 0,28 panjang 240 cm lbr 75,000.00

9 SENG TALANG1 Seng talang BJLS 26 lebar 0,60 m' 25,800.00 2 Seng talang BJLS 26 lebar 0,90 m' 36,800.00 3 Seng talang BJLS 26 lebar 1,20 m' 55,900.00

III . B A H A N K A Y U 1 JATI

1 Kayu jati (balok/pesagen) m3 16,844,000.00 2 Kayu jati (papan) m3 16,844,000.00 3 Usuk kayu jati (3x5x400) btg 101,000.00 4 Usuk kayu jati (4x6x400) btg 162,000.00 5 Usuk kayu jati (5x7x400) btg 236,000.00 6 Reng kayu jati (2x3x400) pak 1,010,000.00 7 Reng kayu jati (2x4x400) pak 1,347,500.00

2 BENGKIRAI 1 Kayu bengkirai (balok/pesagen) m3 11,250,000.00 2 Kayu bengkirai (papan) m3 11,250,000.00 3 Usuk kayu bengkirai (3x5x400) btg 68,000.00 4 Usuk kayu bengkirai (4x6x400) btg 108,000.00 5 Usuk kayu bengkirai (5x7x400) btg 158,000.00 6 Reng kayu bengkirai (2x3x400) pak 675,000.00 7 Reng kayu bengkirai (2x4x400) pak 900,000.00

3 MERANTI 1 Kayu meranti (balok/pesagen) m3 3,609,000.00 2 Kayu meranti (papan) m3 3,609,000.00 3 Usuk kayu meranti (3x5x400) btg 22,000.00 4 Usuk kayu meranti (4x6x400) btg 35,000.00 5 Usuk kayu meranti (5x7x400) btg 51,000.00 6 Reng kayu meranti (3x5x400) pak 217,500.00 7 Reng kayu meranti (3x5x400) pak 287,500.00

4 KAMPER 1 Kayu Kamper (balok /pesagen) m3 9,769,000.00 2 Kayu kamper (papan) m3 9,769,000.00 3 Usuk kayu kamper (3x5x400) btg 59,000.00 4 Usuk kayu kamper (4x6x400) btg 94,000.00 5 Usuk kayu kamper (5x7x400) btg 137,000.00 6 Reng kayu kamper (2x3x400) pak 585,000.00 7 Reng kayu kamper (2x4x400) pak 782,500.00

5 KRUING 1 Kayu Kruing (balok /pesagen) m3 8,000,000.00 2 Kayu Kruing (papan) m3 8,800,000.00 3 Usuk kayu Kruing (3x5x400) btg 48,000.00 4 Usuk kayu Kruing (4x6x400) btg 77,000.00 5 Usuk kayu Kruing (5x7x400) btg 112,000.00 6 Reng kayu Kruing (2x3x400) pak 480,000.00 7 Reng kayu Kruing (2x4x400) pak 640,000.00

6 MERBAU 1 Kayu Merbau (balok /pesagen) m3 11,000,000.00 2 Kayu Merbau (papan) m3 11,000,000.00 3 Usuk kayu Merbau (3x5x400) btg 66,000.00 4 Usuk kayu Merbau (4x6x400) btg 106,000.00 5 Usuk kayu Merbau (5x7x400) btg 154,000.00 6 Reng kayu Merbau (2x3x400) pak 660,000.00 7 Reng kayu Merbau (2x4x400) pak 880,000.00

7 LANAN 1 Kayu Lanan (balok /pesagen) m3 3,609,000.00 2 Kayu Lanan (papan) m3 3,609,000.00 3 Usuk kayu Lanan (3x5x400) btg 22,000.00 4 Usuk kayu Lanan (4x6x400) btg 35,000.00 5 Usuk kayu Lanan (5x7x400) btg 51,000.00 6 Reng kayu Lanan (2x3x400) pak 217,500.00

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HARGA SATUAN

7 Reng kayu Lanan (2x4x400) pak 287,500.00 8 MAHONI

1 Kayu Mahoni (balok /pesagen) m3 3,988,000.00 2 Kayu Mahoni (papan) m3 3,988,000.00 3 Usuk kayu Mahoni (3x5x400) btg 24,000.00 4 Usuk kayu Mahoni (4x6x400) btg 38,000.00 5 Usuk kayu Mahoni (5x7x400) btg 56,000.00 6 Reng kayu Mahoni (2x3x400) pak 240,000.00 7 Reng kayu Mahoni (2x4x400) pak 320,000.00

9 ANGSANA 1 Kayu Angsana (balok /pesagen) m3 2,475,000.00 2 Kayu Angsana (papan) m3 2,475,000.00 3 Usuk kayu Angsana (3x5x400) btg 15,000.00 4 Usuk kayu Angsana(4x6x400) btg 24,000.00 5 Usuk kayu Angsana (5x7x400) btg 35,000.00 6 Reng kayu Angsana (2x3x400) pak 147,500.00 7 Reng kayu Angsana (2x4x400) pak 197,500.00

10 DOLKEN 1 btg 39,000.00 2 Kayu perancah m3 2,269,000.00

11 LAIN-LAIN 1 Kayu randu (papan ) m3 663,000.00 2 Kayu hutan lokal (Keras) m3 5,340,000.00 3 Kayu hutan lokal (Menengah) m3 2,850,000.00 4 Bambu diameter 6-8/600 cm btg 18,800.00 5 Bambu Apus btg 4,600.00 6 Glugu m' 226,900.00 7 Lis kayu 2/3 m' 7,200.00 8 List Kayu Profil m' 8,400.00

IV . BAHAN PENUTUP DINDING / LANTAI 1 UBIN (TEGEL BIASA)

1 Tegel polos 20 X 20 cm m2 26,000.00 2 Tegel polos 30 X 30 cm m2 34,000.00 3 Tegel warna 20 X 20 cm m2 32,000.00

2 KERAMIK 1 Keramik 10 x 20 cm m2 48,000.00 2 Keramik 20 x 20 cm m2 53,000.00 3 Keramik 20 x 25 cm m2 58,000.00 4 Keramik putih (KW-1) 30x30 cm m2 50,000.00 5 Keramik putih (KW-2) 30x30 cm m2 47,000.00 6 Keramik warna (KW-1) 30x30 cm m2 56,000.00 7 Keramik putih (KW-2) 30x30 cm m2 52,500.00

3 MARMER1 Marmer Itali m2 1,519,000.00 2 Marmer Kalimantan m2 1,121,000.00 3 Marmer Tulung Agung m2 668,000.00

Kayu dolken sengon Ø 8 - 10 cm, 4 M

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4 GRANITO1 Granito 40 x 40 polished (import) m2 556,000.00 2 Granito 40 x 40 polished (lokal) m2 509,000.00 3 Granito 60 x 60 polished (import) m2 529,000.00 4 Granito 60 x 60 polished (lokal) m2 507,000.00

5 GRANIT1 Granit import m2 266,000.00 2 Granit lokal m2 144,000.00

V . B A H A N C E T A K 1

1 Buis beton Ø 100 cm - 100 cm bh 323,000.00 2 Buis beton Ø 15 cm - 100 cm bh 43,000.00 3 Buis beton Ø 20 cm - 100 cm bh 61,000.00 4 Buis beton Ø 25 cm - 100 cm bh 64,000.00 5 Buis beton Ø 30 cm - 100 cm bh 76,000.00 6 Buis beton Ø 40 cm - 100 cm bh 97,000.00 7 Buis beton Ø 50 cm - 100 cm bh 119,000.00 8 Buis beton Ø 60 cm - 100 cm bh 141,000.00 9 Buis beton Ø 80 cm - 100 cm bh 215,000.00

10 Buis betonU 15 cm - 100 cm bh 59,000.00 11 Buis beton U 20 cm - 100 cm bh 47,000.00 12 Buis beton U 30 cm - 100 cm bh 57,000.00

VI . B A H A N B E S I 1 BESI BETON

1 Besi beton polos kg 12,200.00 2 Besi beton prestress kg 20,400.00 3 Besi beton ulir kg 16,700.00

2 BESI PLAT1 Besi Strip kg 17,800.00

3 BAJA1 Baja profil "IWF" kg 21,300.00 2 Baja profil " L" dan "C" kg 20,400.00

4 KAWAT1 Kawat bronjong kg 20,400.00 2 Kawat Ikat beton/bendrat kg 20,000.00 3 Kawat las listrik kg 36,300.00

VII . B A H A N P I P A 1 Pipa PVC SII SCJ , S - 12,5 (10 bar)

1 Pipa PVC. S. 12,5 ø 1/2" m' 5,000.00 2 Pipa PVC. S. 12,5 ø 3/4" m' 7,800.00 3 Pipa PVC. S. 12,5 ø 1" m' 12,400.00 4 Pipa PVC. S. 12,5 ø 1-1/4" m' 16,100.00 5 Pipa PVC. S. 12,5 ø 1-1/2" m' 25,100.00 6 Pipa PVC. S. 12,5 ø 2" m' 37,500.00 7 Pipa PVC. S. 12,5 ø 2-1/2" m' 54,700.00 8 Pipa PVC. S. 12,5 ø 3" m' 79,900.00 9 Pipa PVC. S. 12,5 ø 4" m' 116,100.00

10 Pipa PVC. S. 12,5 ø 5" m' 192,600.00 11 Pipa PVC. S. 12,5 ø 6" m' 250,400.00 12 Pipa PVC. S. 12,5 ø 8" m' 390,200.00 13 Pipa PVC. S. 12,5 ø 10" m' 613,100.00 14 Pipa PVC. S. 12,5 ø 12" m' 963,300.00 15 Pipa PVC. S. 12,5 ø 16" m' 1,665,000.00

2 Pipa PVC AW 1 Pipa PVC. AW ø 1/2" m' 6,400.00 2 Pipa PVC. AW ø 3/4" m' 7,600.00 3 Pipa PVC. AW ø 1" m' 9,500.00 4 Pipa PVC. AW ø 1 1/4" m' 16,100.00 5 Pipa PVC. AW ø 1 1/2" m' 17,600.00 6 Pipa PVC. AW ø 2" m' 25,900.00 7 Pipa PVC. AW ø 2 1/2" m' 33,000.00 8 Pipa PVC. AW ø 3" m' 47,900.00 9 Pipa PVC. AW ø 4" m' 71,500.00

3 PIPA MEDIUM B Galvanis -SII 1 Pipa Galvanis ( 1" ) m' 131,200.00 2 Pipa Galvanis ( 1 1/2" ) m' 178,300.00 3 Pipa Galvanis ( 2" ) m' 334,100.00

VIII . B A H A N L A N G I T - L A N G I T 1 PLY WOOD

1 Teak wood 120 x 240 tb. 4mm lbr 108,000.00 2 Tripleks 120 X 240 tb 3 mm lbr 61,000.00

BUIS BETON O dan U

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3 Tripleks 120 X 240 tb 4 mm lbr 80,000.00 4 Tripleks 120 X 240 tb 6 mm lbr 101,000.00 5 Multipleks 120 X 240 tb 9 mm lbr 148,700.00 6 Multipleks 120 X 240 tb 12 mm lbr 223,100.00 7 Harpleks 30 x 200 10,000.00 8 Harpleks 40 x 200 lbr 13,000.00 9 Harpleks 50 x 200 lbr 17,000.00

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HARGA SATUAN

10 Harpleks 60 x 200 lbr 20,000.00 11 Harpleks 90 x 180 ( 5 mm) lbr 33,000.00 12 Harpleks 120 x 240 ( 5 mm) lbr 121,000.00 13 Gypsum 6 mm lbr 61,000.00 14 Gypsum 9 mm lbr 66,000.00 15 Gypsum 12 mm lbr 81,000.00 16 Gypsum 20 mm lbr 91,000.00 17 Eternit 4 mm ( 100 x 100) m2 28,000.00 18 Formika ukuran pintu lbr 278,000.00

IX . BOX CULVERT 1 BC 100.50.120.15 (Bottom) bh 3,240,000.00 2 BC 100.50.120.15 (Top) bh 3,240,000.00 3 BC 150.50.120.15 (Bottom) bh 4,075,000.00 4 BC 150.50.120.15 (Top) bh 4,075,000.00 5 BC 150.75.120.15 (Bottom) bh 4,860,000.00 6 BC 150.75.120.15 (Top) bh 4,860,000.00 7 BC 200.50.120.20 (Bottom) bh 6,480,000.00 8 BC 200.50.120.20 (Top) bh 6,480,000.00 9 BC 200.75.120.20 (Bottom) bh 7,560,000.00

10 BC 200.75.120.20 (Top) bh 7,560,000.00 11 BC 300.50.120.20 (Bottom) bh 8,640,000.00 12 BC 300.50.120.20 (Top) bh 8,640,000.00 13 BC 380.175.120.20(Bottom) bh 15,768,000.00 14 BC 380.175.120.20 (Top) bh 15,768,000.00 15 BC 380.175.120.25 (Bottom) bh 19,710,000.00 16 BC 380.175.120.25 (Top) bh 19,710,000.00 17 BC 400.100.120.25 (Bottom) bh 16,200,000.00 18 BC 400.100.120.25 (Top) bh 16,200,000.00 19 BC 400.175.120.25 (Bottom) bh 20,250,000.00 20 BC 400.175.120.25 (Top) bh 20,250,000.00 21 BC 400.75.120.25 (Bottom) bh 14,850,000.00 22 BC 3400.75.120.25 (Top) bh 14,850,000.00 23 BC 420.150.120.25 (Bottom) bh 19,440,000.00 24 BC 420.150.120.25 (Top) bh 19,440,000.00 25 BC 780.175.120.25Bottom) bh 30,510,000.00 26 BC 780.175.120.25 (Top) bh 30,510,000.00

X . U-GUTTER 1 U-Gutter 100.100.120 bh 4,860,000.00 2 Cover 240.120.20 bh 5,184,000.00

XI . CIRCLE CULVERT 1 bh 4,239,000.00 2 bh 6,782,000.00

XII . B A H A N F I N I S H I N G 1 KAYU

1 Menie kg 24,700.00 2 Plamur kayu kg 23,300.00 3 Cat kayu (cukup) kg 48,800.00 4 Cat kayu (baik) kg 61,700.00 5 Sirlax kg 85,600.00 6 Spiritus ltr 13,100.00 7 Dempul kg 22,400.00 8 Plinkut kg 27,700.00 9 Wood filer (INFRA) kg 38,000.00 10 Oker putih kg 27,400.00 11 Oker warna kg 27,700.00 12 Melamin kg 84,000.00 13 Kuwas 3" bh 8,400.00 14 Thinner Super daimaru liter 33,100.00 15 Thinner A liter 26,100.00 16 Cat Foxi Kg 40,200.00

2 TEMBOK 1 Kapur sirih kg 1,000.00 2 Plamur tembok kg 21,200.00 3 Cat Tembok dalam (cukup) kg 22,000.00 4 Cat Tembok dalam (baik) kg 28,300.00 5 Cat Tembok luar (cukup) kg 23,500.00 6 Cat Tembok luar (baik) kg 28,300.00 7 Roll cat bh 20,500.00

3 BESI 1 Cat besi (baik) kg 59,400.00 2 Cat besi (cukup) kg 55,300.00 3 Minyak cat ltr 17,700.00 4 Amplas / Ambril lbr 3,900.00 5 Amplas Besi buah 6,800.00

1. CC Ø 50.2502. CC Ø 80.250

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6 Ampelas Dico no.120 buah 4,100.00 7 Ampelas Dico no.280 buah 4,100.00 8 Amplas Norton No 3 buah 7,400.00

XIII . B A H A N K A C A 1 Kaca Bening 5 mm m2 106,000.00 2 Kaca Rayband 5mm m2 117,000.00

XIV . BAHAN INSTALASI LISTRIK 1 Stop Kontak bh 8,700.00

XV . ALAT - ALAT PENGUNCI & PENGGANTUNG 1 KUNCI TANAM

1 Kunci tanam besar bh 170,000.00 2 Kunci tanam kecil bh 73,500.00 3 Kunci Almari bh 16,500.00 4 Kunci Sloot bh 55,000.00

2 ENGSEL DAN GERENDEL 1 Engsel H bh 6,500.00 2 Engsel Nylon bh 8,000.00 3 Grendel bh 11,500.00 4 Hak Angin bh 21,000.00

XVI . BAHAN SANITAIR

1 Kloset duduk porselin bh 643,000.00 2 Kloset jongkok porselin bh 136,000.00 3 Westafel Counter Top bh 552,000.00 4 Bak Cuci Stainlist bh 287,000.00

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XVII . ALAT PENGIKAT KAYU 1 Paku - ukuran 1" s/d 4" kg 17,500.00 2 Paku - ukuran 1/4" s/d 1" kg 18,500.00 3 Paku - payung kg 28,600.00 4 Paku - sekrup kg 25,100.00 5 Mur Baut 3/8 " buah 5,400.00 6 Lem kayu (fox) bh 20,100.00 7 Tali Ijuk kg 15,100.00 8 Lem kuning (aica aibon) kg 58,400.00

XVIII . POMPA AIR DAN TANGKI AIR 1 Mesin pompa 1 lt / dt buah 2,916,000.00 2 Mesin pompa 1-1/2 lt / dt buah 5,103,000.00

3 Tangki air fiber glass 3.000 lt 5mm buah 7,477,000.00

XIX . PAVING BLOCK 1 Paving Blok Hexagonal Kecil t: 6 cm, K300 (ALDAS) m2 97,500.00 2 Paving Blok Hexagonal Kecil t: 6 cm, K400 (ALDAS) m2 100,500.00 3 Paving Blok Hexagonal Kecil t: 8 cm, K300 (ALDAS) m2 133,000.00 4 Paving Blok Hexagonal Kecil t: 8 cm, K400 (ALDAS) m2 143,000.00 5 Paving Blok Hexagonal Kecil t: 8 cm, K500 (ALDAS) m2 153,000.00 6 Paving Block Holland t=6 cm K175 (lokal) m2 62,500.00 7 Paving Block Holland t=6 cm K200 (lokal) m2 75,000.00 8 Paving Block Holland t=6 cm K225 (lokal) m2 87,500.00 9 Paving Block Holland t=6 cm K250 (lokal) m2 96,875.00

10 Paving Block Holland t=6 cm K300 (aldas) m2 97,500.00 11 Paving Block Holland t=6 cm K300 (lokal) m2 109,375.00 12 Paving Block Holland t=6 cm K400 (ALDAS) m2 100,500.00 13 Paving Block Holland t=8 cm K175 (lokal) m2 75,000.00 14 Paving Block Holland t=8 cm K200 (lokal) m2 90,000.00 15 Paving Block Holland t=8 cm K225 (lokal) m2 105,000.00 16 Paving Block Holland t=8 cm K250 (lokal) m2 116,250.00 17 Paving Block Holland t=8 cm K300 (aldas) m2 133,000.00 18 Paving Block Holland t=8 cm K300 (lokal) m2 131,250.00 19 Paving Block Holland t=8 cm K400 (ALDAS) m2 143,000.00 20 Paving Block Holland t=8 cm K500 (ALDAS) m2 153,000.00 21 Paving Block Warna 6 cm K175 (lokal) m2 65,000.00 22 Paving Block Warna 8 cm K175 (lokal) m2 77,500.00 23 Kanstin 10x 20 x 50 (ALDAS) bh 12,000.00 24 Kanstin 10/12,5X 25 x 50 (ALDAS) bh 20,000.00 25 Kanstin 10/12,5X 30 x 50 (ALDAS) bh 24,000.00

XX PAGAR BRC1 Pagar BRC 90 A1 lbr 534,200.00 2 Pagar BRC 90 A2 lbr 444,700.00 3 Pagar BRC 120 A1 lbr 623,200.00 4 Pagar BRC 120 A2 lbr 534,200.00 5 Pagar BRC 150 A1 lbr 979,500.00 6 Pagar BRC 150 A2 lbr 890,000.00 7 Pipa Tiang BRC 90-2" unit 213,000.00 8 Pipa Tiang BRC 120-2" unit 247,000.00 9 Pipa Tiang BRC 150-2" unit 264,000.00

XXI. FOLDING GATE 1 Folding Gate tb : 0,4 mm m2 475,000.00 2 Folding Gate tb : 0,5 mm m2 515,000.00 3 Folding Gate tb : 0,8 mm m2 550,000.00

XXII. ROLLING DOOR 1 Rolling door (Alumunium ) tb : 0,5 mm m2 345,000.00 2 Rolling door (Alumunium ) tb : 0,8 mm m2 375,000.00 3 Rolling door (Besi ) tb : 0,8 mm m2 275,000.00

XX . L A I N - L A I N 1 Alat bantu (set@ 3 alat ) lot 15,100.00 2 Aspal bitumen kg 12,000.00 3 Minyak aspal ltr 2,400.00 4 Bensin / premium ltr 4,500.00 5 Solar (minyak diesel) liter 4,500.00 6 Minyak tanah ltr 10,000.00 7 Olie (minyak pelumas) liter 22,000.00 8 Stempet Kg 22,100.00 9 Gebalan rumput m2 15,100.00 10 Wiremesh MS m2 80,000.00 11 Kayu bakar m3 107,000.00 12 Pintu Ronsel Doble 150 x 150 x 300 buah 41,250,000.00 13 Pintu Ronsel Doble 200 x 200 x 300 buah 45,375,000.00 14 Pintu Ronsel Engkel 100 x 100 x 300 buah 18,906,000.00 15 Pintu Intake 30 x 40 x 300 buah 4,538,000.00

document.xls


1 2 3 4.00 5

HARGA SATUAN

16 Pintu Intake 40 x 40 x 300 buah 4,916,000.00 17 Pintu Intake 50 x 50 x 300 buah 5,294,000.00 18 Pintu Intake 60 x 60 x 300 buah 6,806,000.00 19 Pintu Intake 80 x 80 x 300 buah 7,563,000.00 20 Pintu Intake 90 x 100 x 300 buah 8,319,000.00 21 Pintu Intake 100 x 100 x 300 buah 10,588,000.00 22 Nomenklatur Marmer ( 15 x 30 ) buah 149,400.00 23 Nomenklatur Marmer ( 30 x 40 ) buah 598,300.00 24 Pile Scale ( 12 x 100 ) buah 374,000.00 25 Pile Scale ( 20 x 100 ) buah 598,000.00 26 Lapisan kedap air kg 64,100.00 27 Peralatan hr 3,600.00 28 Jendela nako lengkap /lb 60,000.00 29 Minyak Beton & bekisting ltr 24,200.00 30 Alumunium sheet 0,3 mm ( 90 x 180 ) 144,000.00 31 Shear Connector 12,100.00 32 Pemeliharaan Alat (Walls) 50,000.00 33 Peralatan (oksigen,solar,elpiji,kawat las ) 165,000.00 34 Sewa Alat 100,000.00 35 Sewa Alat (Crane) 700,000.00 36 Sewa Dump Truck 275,000.00 37 Sewa Excavator 0,90 m3 1,025,000.00 38 Sewa Excavator 0,90 m3 + operator 252,000.00 39 Sewa Walls 150,000.00


KEPALA DINAS PEKERJAAN UMUM KABUPATEN REMBANG

Ir. MUJOKO, MT. NIP. 010 234 645 / 19620715 199011 1 002

file:///tt/file_convert/55cf9cdc550346d033ab5309/document.xls 12

D A F T A R H A R G A S A T U A N P E K E R J A A N DINAS PEKERJAAN UMUM KABUPATEN REMBANG

TAHUN 2013

HARGA SATUAN

NO. KODE URAIAN PEKERJAAN BAHAN

(Rp)

1 2 3 4

I A PEKERJAAN PERSIAPAN

A.1 1M' Pagar Sementara dari Seng Gelombang Tinggi 2,00 m 399,054.00

A.2 1M' Pengukuran dan Pemasangan Bouwplank 157,950.00

A.3 1M2 Pembuatan Kantor Sementara dg Lantai Plesteran 1,063,685.00

A.4 1M2 Pembuatan Gudang Semen dan Alat-alat 956,765.00

A.5 1M2 Membersihkan Lapangan dan Perataan -

A.6 1M2 Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm 22,575.00

A.7 1M3 Bongkaran Beton Bertulang -

A.8 1M3 Bongkaran Dinding Tembok Bata Merah -

A.9 1 M3 MEMBONGKAR DINDING BATA / BATU (Batu / bata dipakai lagi) -

A.10 1 M3 MEMBONGKAR DINDING BATA / BATU (bongkaran tidak dipakai lagi) -

A.11 1M2 MEMBONGKAR PLESTERAN DINDING -

A.12 1M2 MEMBONGKAR GENTENG / SIRAP (bongkaran tidak dipakai lagi) -

A.13 1M2 MEMBONGKAR GENTENG / SIRAP (bongkaran dipakai lagi) -

A.14 1M2 MEMBONGKAR RANGKA ATAP/RENG KASO (bongkaran tidak dipakai lagi) -

A.15 1M2 MEMBONGKAR RANGKA ATAP / RENG KASO (bongkaran dipakai lagi) -

A.16 1M3 MEMBONGKAR KUDA-KUDA GORDING/BALOK (bongkaran dipakai lagi) -

A.17 1M3 MEMBONGKAR KUDA-KUDA GORDING/BALOK (bongkaran tidak dipakai lagi) -

A.18 1M2 MEMBONGKAR PLAFOND (bongkaran dipakai lagi) -

A.19 1M2 MEMBONGKAR PLAFOND (bongkaran tidak dipakai lagi) -

II B PEKERJAAN TANAH

B.1 1M3 Galian Tanah Biasa Sedalam 1 m -

B.2 1M3 Galian Tanah Keras Sedalam 1 m -

B.3 1M3 Galian Tanah Cadas Sedalam 1 m -

B.4 1M3 Galian Tanah Lumpur Sedalam 1 m -

B.5 1M2 Pekerjaan Striping Setinggi 1 m -

B.6 1M3 Membuang Tanah Sejauh 30 m' -

B.7 1M3 Urugan Kembali (dihitung 1/3 kali indeks pekerjaan galian) -

B.8 1M3 Pemadatan Tanah -

B.9 1M3 Urugan Pasir 81,600.00

B.9a 1M3 Urugan Tanah Biasa (Tanah Tersedia) -

B.10 1M3 Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL 114,134.00

B.11 1M2 Pemasangan Lapisan Ijuk tebal 10 cm 90,600.00

B.12 1M3 Urugan Sirtu 140,400.00

B.13 1 M3 Galian Tanah Biasa Sedalam 2 meter -

B.14 1 M3 PEK. GALIAN TANAH BIASA MAX KEDALAMAN 3 M' TENAGA MANUSIA -



B.17 1 M3 PEK. GALIAN TANAH BANYAK TERDAPAT BATU-BATU BUNDAR -

MAX KEDALAMAN 1 M' TENAGA MANUSIA

B.18 1 M3 PEK. GALIAN TANAH BERBATU MAX KEDALAMAN 1 M' TNG MANUSIA -

B.19 1 M3 PEK. GALIAN TANAH MAX KEDALAMAN 2 M' DENGAN ALAT BERAT -

B.20 1 M3 PEK. GALIAN TANAH MAX KEDALAMAN 5 M' DENGAN ALAT BERAT -

B.21 MENGANGKUT HASIL GALIAN DENGAN DUMP TRUCK . M3/KM. -

B.22 1 M3. MENGANGKUT HASIL GALIAN EXAVATOR MAX 1,5 KM ( DENGAN DUMP TRUCK ) -

KURANG DARI 1,5 KM.

B.23 1 M3. MENGANGKUT HASIL GALIAN EXAVATOR 0,7 M3 DENGAN DUMP TRUCK -

JARAK ANTARA 1,5 S/D 3 KM.

B.24 1 M3. MENGANGKUT HASIL GALIAN EXAVATOR 0,7 M3 DENGAN DUMP TRUCK -

JARAK ANTARA 3 S/D 5 KM.

B.25 1 M3 MERATAKAN TANAH -

B.26 1 M3 PEK. URUGAN TANAH PILIHAN 91,200.00

B.27 1 M3 PEK. LAPISAN PUDEL 1 KP : 3 TL 104,120.00

B.28 1 M3 PEK. LAPISAN PUDEL 1 KP : 5 PS 273,120.00

B.29 1 M3 MERATAKAN TANAH DAN DITIMBRIS -

B.30 1 M2 MENGAMBIL DAN PASANGAN GEBALAN -


HARGA SATUAN


(Rp)

1 2 3 4

B.31 1 M' MENGANGKUT GEBALAN RUMPUT -

B.32 1 M2 PEKERJAAN GEBALAN RUMPUT SAMPAI TUMBUH 18,120.00

B.33 1 M2 URUGAN PAKAI ALAT BESAR TANAH DARI LUAR DIPADATKAN (U/5000 M3) -


HARGA SATUAN


(Rp)

1 2 3 4

III C PEKERJAAN PONDASI

C.1 1M3 Pasang Pondasi Batu Kali 1Pc : 3 Ps 574,650.00

C.1a 1 M3 PASANGAN BATU BELAH 1 : 4 509,750.00

C.2 1M3 Pasang Pondasi Batu Kali 1Pc : 5 Ps 485,920.00

C.3 1M3 Pasang Pondasi Batu Kali, 1 Pc : 3 Kp : 10 Ps 389,403.20

C.4 1M3 Pasang Pondasi Batu Kosong 179,376.00

C.4a 1M3 Pasang Batu Bolder 261,800.00

C.5 1M3 Pasang Pondasi Siklop 60% Beton Camp. 1PC : 2PS : 3KR & 2,140,132.00

40% Batu Belah

C.6 1M3 Pasang Pondasi Sumuran diameter 100 cm 595,742.00

C.7 1M' Pembuatan Tiang Pancang (40x40) cm, Beton Bertulang 1,060,741.00

C.8 SEBUAH TIANG PANCANG DICINCIN DAN DILANCIPKAN (KAYU HUTAN) 39,000.00

C.9 1 M' TIANG DIPANCANGKAN DIDALAM TANAH LUNAK -

C.10 1 M' TIANG DIPANCANGKAN DIDALAM TANAH BIASA -

C.11 1 M' TIANG DIPANCANGKAN DIDALAM TANAH KERAS -

C.12 1 M' TIANG DIPANCANGKAN DIDALAM TANAH PASIR -

C.13 1 M3 PASANGAN BATU BRONJONG UNTUK KAWAT 3 MM 319,999.32



IV D P E K E R J A A N D I N D I N G

D.1 1M2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 2 Ps 73,112.50

D.2 1M2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 3 Ps 66,473.50

D.3 1M2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 3 Kp : 10 Ps 56,709.00

D.4 1 M2 PASANGAN 1/2 BATA MERAH 1 : 4 62,715.00

D.5 1 M2 PASANGAN 1/2 BATA MERAH 1 : 5 60,354.00

D.6 1 M2 PASANGAN BATU TEMPEL + SIARAN 127,530.00

D.7 1 M3 PASANGAN BATA MERAH 1 PC : 2 PS 645,704.00

D.8 1 M3 PASANGAN BATA MERAH 1 PC : 4 PS 539,672.00

D.9 1 M3 PASANGAN BATA MERAH 1 PC : 3 KP : 10 PS 431,082.00

D.10 1 M3 PASANGAN DINDING BATACO TEBAL 1/2 BATA (1 PC : 3 PS) 72,444.00

D.11 1 M3 PASANGAN DINDING BATACO TEBAL 1/2 BATA (1 PC : 5 PS) 68,970.00

D.12 1 M3 PASANGAN DINDING BATACO TEBAL 1/2 BATA Dengan pasir kwarsa (1 PC : 3 PS) 69,333.60

D.13 1 M3 PASANGAN DINDING BATACO TEBAL 1/2 BATA Dengan pasir kwarsa (1 PC : 5 PS) 66,378.00

V E PEKERJAAN P L E S T E R A N

E.1 1M2 Plesteran 1 Pc : 3 Ps Tebal 15 mm 17,318.00

E.2 1M2 Plesteran 1 Pc : 2 Kp : 8 Ps Tebal 15 mm 10,328.00

E.3 1M2 Plesteran 1 Pc : 3 Kp : 10 Ps Tebal 15 mm 7,365.60

E.4 1M2 Plesteran 1 Pc : 3 Ps Tebal 20 mm 23,200.40

E.4a 1M2 Plesteran 1 Pc : 3 Ps Tebal 10 mm 12,618.62

E.5 1M2 Berapen 1 Pc : 5 Ps Tebal 15 mm 14,015.20

E.6 1M' Plesteran Skoning 1 Pc : 2 Ps lebar 10 mm 8,076.00

E.7 1M2 Plesteran Ciprat 1 Pc : 2 Ps 8,076.00

E.8 1M2 Finishing Siar Pas. Batu Kali Adukan 1 Pc : 2 Ps 12,587.00

E.9 1M2 Acian 5,037.50

VI F PEKERJAAN KAYU

F.1 1M3 Membuat Kosen Pintu & Jendela Kayu klas I 18,570,375.00

F.2 1M3 Membuat Kosen Pintu & Jendela Kayu Bengkirai 12,416,975.00

F.3 1M2 Membuat Pintu Klamp Standard Kayu Bengkirai 450,875.00

F.4 1M2 Membuat Daun Pintu Panel Kayu Bengkirai 451,005.00

F.5 1M2 Membuat Pintu & Jendela Kaca Kayu Bengkirai 399,780.00

F.6 1M2 Membuat Pintu & Jendela Jalusi Kayu Kelas I (Jati) 1,088,066.00

F.7 1M2 Membuat Pintu Plywood Rangkap rangka Kayu Bengkirai lbr s/d 90cm 399,825.00

F.8 1M2 Membuat Pintu Plywood rangkap, rangka expose kayu Bengkirai 406,575.00

F.9 1M2 Membuat Jalusi mati Kosen Kayu Kelas I (Jati) 1,013,265.00

F.10 1M2 Membuat Jalusi mati Kosen Kayu Bengkirai 677,625.00

F.11 1M2 Membuat Pintu Teakwood Rangkap Rangka Kayu Kelas I (jati) 535,655.00

F.12 1M2 Membuat Pintu Teakwood Rangkap Lapis Formika Rangka ekspose 530,383.00

Kayu Bengkirai


HARGA SATUAN


(Rp)

1 2 3 4

F.13 1 M2 DAUN PINTU TRIPLEK DOUBLE UKURAN PINTU LAPIS ALUMINIUM ( KM/WC ) 435,300.00

F.14 1 M2 DAUN PINTU TRIPLEK DOUBLE UKURAN PINTU LAPIS FORMIKA ( KM/WC ) 413,180.00

F.15 1M3 Memasang Konstruksi Kuda-kuda Konvensional Kayu Bengkirai 12,656,000.00

Bentang 6 M


HARGA SATUAN


(Rp)

1 2 3 4

F.16 1M3 Memasang Konstruksi Kuda-kuda Ekspose Kayu Jati 18,893,400.00

F.17 1M3 Memasang Konstruksi Gording Kayu Bengkirai 12,694,500.00

F.18 1M2 Pasang Pintu Plywood & Formika Rangka Kayu Bengkirai 559,055.00

F.19 1M2 Pasang Pintu Formika Double, Rangka Kayu Jati 740,787.40

F.20 1M2 Memasang Rangka Atap Genteng Keramik, Kayu Bengkirai 141,625.00

F.21 1M2 Memasang Rangka Atap Genteng Beton, Kayu Bengkirai 149,500.00

F.22 1M2 Pasang Rangka Atap Sirap Kayu Bengkirai 1,859,750.00

F.23 1M' Pasang Listplank Uk. (3x20)cm Kayu Bengkirai 82,750.00

F.24 1M' Pasang Listplank Uk. (3x30)cm Kayu Bengkirai 124,625.00

F.25 1M' Pasang Listplank Uk. 2x(3x20)cm Kayu Bengkirai 165,750.00

F.26 1M2 Pasang Rangka Dinding Pemisah Kayu Bengkirai 317,625.00

F.27 1M2 Pas. Dinding Pemisah Teakwood Rangkap Rangka Kayu Bengkirai 421,761.00

F.28 1M2 Pasang Dinding Lambriziring dari Papan jati 123,423.00

F.29 1M2 Pasang Plywood tebal 4mm unt Dinding 52,450.00

F.30 1M2 Pasang Dinding Bilik, Rangka Kayu Klas III / IV 79,676.20

VII G PEKERJAAN BETON

G.1 1M3 Membuat Beton mutu f'c=7,4 Mpa (K100), slum (12±2)cm, w/c = 0,87 790,188.57



G.4 1M3 Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87 770,406.80

G.5 1M3 Membuat Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66 915,067.80

G.6 1M3 Membuat Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm,w/c = 0,61 1,010,599.30

G.7 1M3 Membuat Beton mutu f'c=19,3 MPa (K225), slum (12±2)cm, w/c = 0,58 1,038,767.40


G.9 1M3 Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53 1,092,193.00



G.12 1M3 Membuat Beton mutu f'c=31,2 MPa (K350), slum (12±2)cm, w/c = 0,48 1,156,073.80

G.13 1KG Pembesian dg Besi Polos 13,110.00

G.13a 110 KG Besi Beton Terpasang (polos)

G.13b 125 KG Besi Beton Terpasang (polos)

G.14 1KG Kabel Presstresed Polos/strand 21,620.00

G.15 1M2 Pasang Bekisting untuk Pondasi 98,430.00

G.16 1M2 Pasang Bekisting untuk Sloof 109,775.00

G.17 1M2 Pasang Bekisting untuk Kolom 286,780.00

G.18 1M2 Pasang Bekisting untuk Balok 297,607.00

G.19 1M2 Pasang Bekisting untuk Lantai 442,780.00

G.20 1M2 Pasang Bekisting untuk Dinding 321,135.00

G.21 1M2 Pasang Bekisting untuk Tangga 262,880.00

G.22 1 M2 Pasang Bekisting Jembatan Cor 89,901.60

G.23 1 M2 BEKESTING DENGAN PAPAN 122,809.00

G.24 1 M2 BEKESTING DENGAN MULTIPLEX 9 MM 119,951.90

G.25 1 M3 Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting) 3,333,970.00

G.26 1 M3 Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting) 4,161,890.00

G.27 1 M3 Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting) 7,678,540.00

G.28 1 M3 Membuat Balok Beton Bertulang (200 kg Besi + Bekisting) 5,944,160.00

G.29 1 M3 Membuat Balok Beton Bertulang (150 kg Besi + Bekisting) 5,762,480.00

G.30 1 M3 Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting) 5,413,320.00

G.31 1 M3 Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting) 5,445,225.00

G.32 1 M' Membuat Kolom Penguat Beton Bertulang (11 x 11) cm 60,479.00

G.33 1 M' Membuat Ring Balok Beton Bertulang (10 x 15) cm 66,962.00

G.34 1 M3 PAS. BETON K-175 READY MIX 6 M3 BERIKUT SLANG 975,000.00

G.35 1 M3 PAS. BETON K-225 READY MIX 6 M3 BERIKUT SLANG 1,037,500.00

G.36 1 M3 PAS. BETON K-300 READY MIX 6 M3 BERIKUT SLANG 1,125,000.00

G.37 1 KG PEK. ERECTION KONST. KUDA-KUDA BESI 207.00

G.38 1 KG PEKERJAAN BAJA IWF 42,180.00

G.39 1 KG PEKERJAAN KONSTUKSI BESI SIKU / PROFIL 43,065.00

G.40 1 CM PEK. PENGELASAN DENGAN LAS LISTRIK TEBAL KAWAT 4 MM 26,675.00

G.41 1 TITIK MELUBANG KONSTRUKSI BESI DENGAN BOR -

G.42 1 M2 PEKERJAAN WIREMESH M8 84,430.00


HARGA SATUAN


(Rp)

1 2 3 4

VIII H PEKERJAAN PENUTUP ATAP

H.1 1 M2 Pasang Atap Genteng Mantili Kecil 32,500.00

H.2 1 M2 Pasang Atap Genteng Mantili Besar 30,000.00

H.3 1 M' Pasang Genteng Bubung Mantili 37,260.00

H.4 1 M2 Pasang Atap Asbes Gelombang (80 x 210 cm) x 5 mm 33,432.00

H.5 1 M2 Pasang Atap Genteng Beton 53,325.00

H.6 1 M2 Pasang Atap Sirap 417,700.00

H.7 1 M' Pasang Bubungan Beton 59,975.00

H.8 1 M' Pasang Bubungan Sirap 65,180.00

H.9 1 M2 Pasang Atap Seng Gelombang BJLS 28 42,370.00

H.10 1 M' Pasang Bubungan Seng 18,830.00

IX I PEKERJAAN LANGIT - LANGIT

I.1 1 M2 Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5 mm & 6 mm 23,285.00

I.2 1 M2 Memasang Langit-langit Tripleks Uk (120x240) cm, 30,555.00

Tebal 3 mm, 4 mm & 6 mm

I.3 1 M2 Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mm 252,845.00

I.4 1 M2 Langit-langit Gypsum Board, tebal 9 mm 26,785.00

I.5 1 M' List Langit-Langit Kayu Profil 9,005.00

I.6 1M2 Pasang Rangka Langit-langit (1,00x1,00) m, kayu Bengkirai 176,750.00

I.6a 1M2 Pasang Rangka Langit-langit (1,00x1,00) m, kayu Kruing 70,700.00

I.7 1M2 Pasang Rangka Langit-langit (60x60) cm, kayu Bengkirai 187,750.00

X J PEKERJAAN SANITASI, JALAN DAN SALURAN

J.1 1 UNIT Memasang Closet Duduk Porselin 643,000.00

J.2 1 UNIT Memasang Closet Jongkok 147,600.00

J.3 1 UNIT Memasang Wastafel 729,200.00

J.4 1 M' Memasang Pipa Beton, Ø 15 cm - 20 cm 62,879.50

J.5 1 M' Memasang Pipa Beton, Ø 30 cm - 100 cm 118,562.00

J.6 1 M' Memasang Pipa PVC type AW Ø ½" 8,704.00

J.7 1 M' MEMASANG PIPA PVC type AW Ø 3/4" 10,336.00

J.8 1 M' MEMASANG PIPA type AW PVC Ø 1" 12,920.00



J.11 1 M' Memasang Pipa PVC type AW Ø 2" 35,224.00


J.13 1 M' Memasang Pipa PVC type AW Ø 3" 65,144.00

J.14 1 M' Pasangan Pipa PVC 1" 1,092.00

J.15 1 M' Pasangan Pipa PVC 1 1/4" 2,184.00

J.16 1 M' Pasangan Pipa PVC 1 1/2" 4,392.00

J.17 1 M' Pasangan Pipa PVC 2" 2,296.80

J.18 1 M' Pasangan Pipa PVC Ø 4" 19,996.08

J.19 1 M' Pasangan Pipa PVC Ø 6" 25,416.96

J.20 1 M2 PASANG PAVING BLOK 6 CM K : 300 121,475.00

J.21 1 M2 PASANG PAVING BLOK 6 CM K : 175 86,125.00

J.22 1 M2 PASANG PAVING BLOK 8 CM K ; 300 157,330.00

J.23 1 M2 PASANG PAVING BLOK 8 CM K: 175 98,750.00

J.24 1 M2 PASANGAN PAVING BLOK WARNA 6 CM K: 175 88,650.00



J.27 1 M2 LAPISAN PENGISI / PENUTUP DENGAN ASPAL PANAS TEBAL 3 CM 49,966.00

J.28 MENGGILAS JALAN 1 HARI DIPERLUKAN -

J.28a MENGGILAS 1 M2 LAPIS KULIT PENAHAN -

J.28b MENGGILAS 1 M2 LAPIS KULIT PERTEGARAN -

J.28c MENGGILAS LAPIS AUS ( PENETRASI ) -

J.28d MENGGILAS RINGAN 1 M2 OPERPENTING -

J.29 100 M2 PENGASPALAN SHEET (LATASIR) TEBAL 1 CM JERENG 1,828,300.00

J.30 1M2 ASPAL SAND SHEET TEBAL 2 CM JERENG ( 1 CM PADAT ) 48,962.00

J.31 1M2 ASPAL SAND SHEET TEBAL 3 CM JERENG ( 2 CM PADAT ) 70,443.00

J.32 1 M3 PASIR DIBAWAH ALAS JALAN TIAP 1 M3 LAPIS PASIR 81,600.00

J.33 1 M2 PAS ONDERLAG BATU BELAH TEBAL 15 CM 28,400.00


HARGA SATUAN


(Rp)

1 2 3 4

J.34 1 M2 PAS BATU LAPIS ATAS TEBAL 6 CM 13,520.00

J.35 1 BTG/4 M PENGADAAN DAN PEMASANGAN CERUCUK 39,000.00

J.36 1 UNIT BOX PRECAST 100 x 100 x 120 x 15 , TERPASANG 6,606,000.00







J.43 1 UNIT RPC 500 x 2500, TERPASANG 230,900.00

J.44 1 UNIT RPC 800 x 2500, TERPASANG 230,900.00

XI K PEKERJAAN BESI & ALLUMUNIUM

K.1 1 Kg Memasang Besi Profil 24,942.00

K.2 1 Kg Memasang Rangka Kuda-kuda Baja IWF 24,495.00

K.3 1 M' Memasang Talang Datar/Jurai , Seng BJLS 26 Lebar 90 cm 252,667.50

K.4 1 M' Memasang Talang U 15 cm, Seng Plaat BJLS 26 lebar 45 cm 36,175.00

Lebar 45 cm


HARGA SATUAN


(Rp)

1 2 3 4

XII L PEKERJAAN KUNCI dan KACA

L.1 1 BUAH Pasang Kunci Tanam Biasa 73,500.00

L.2 1 BUAH Pasang Kunci Tanam Kamar Mandi 73,500.00

L.3 1 BUAH Pasang Engsel Pintu 8,000.00

L.4 1 BUAH Pasang Engsel Jendela Kupu-kupu 8,000.00

L.5 1 BUAH Pasang Engsel Angin 6,500.00

L.6 1 BUAH Pasang Kait Angin 21,000.00

L.7 1 BUAH Pasang Kunci Selot 55,000.00

L.8 1 BUAH Pasang Kunci Lemari 16,500.00

L.9 1 M2 Pasang Kaca tebal 5 mm 128,700.00

XIII M PEKERJAAN PENUTUP LANTAI & DINDING

M.1 1 M2 Pasang lantai Ubin PC Abu-abu Uk. 20 x 20 cm 45,225.00

M.2 1 M2 Pasang lantai Ubin Granito Uk. 40 x 40 cm 598,675.00

M.3 1 M2 Pasang Lantai Keramik 30 x 30 cm 83,375.00

M.4 1 M2 Pasang Lantai Keramik 20 x 20 cm 83,277.00

M.5 1M2 Memasang Lantai Marmer ukuran 1.00x1.00 m 705,932.00

M.6 1 M2 Pasang Dinding Keramik 10x20 cm, 73,017.50

M.7 1 M2 Pasang Dinding Keramik 20x20 cm, 78,017.50

M.8 1M2 Memasang Dinding Marmer ukuran 1.00x1.00 m 742,919.50

M.9 1 M2 Pasang Dinding Batu Paros / Batu Tempel Hitam 137,362.50

M.10 1 M2 DINDING GRANIT IMPORT 362,470.00

M.11 1 M2 LANTAI GRANIT IMPORT 362,470.00

M.12 1 M2 LANTAI GRANITO UKURAN 60 X 60 POLISHED 622,685.00

M.13 1 M2 DINDING GRANITO UKURAN 60 X 60 POLISHED 622,685.00

M.14 1 M2 LANTAI MARMER ITALY 1,640,530.00

M.15 1 M2 DINDING MARMER ITALY 1,640,530.00

XIV N PEKERJAAN PENGECATAN

N.1 1 M2 Mendempul dan Menggosok Kayu 2,536.00

N.2 1 M2 Pengecatan Bidang Lama 22,280.00

N.3 1 M2 Pengecatan Bidang Kayu Baru (1 lap.Plamir) 32,773.00

1 lap.Cat Dasar & 2 lap.Cat Penutup

N.4 1 M2 Pengecatan Bidang Kayu Baru (1 lap.Plamir) 38,326.00

1 lap.Cat Dasar & 3 lap.Cat Penutup

N.5 1 M2 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 11,678.00

2 lap. Cat Penutup)

N.6 1 M2 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) 7,294.00

N.7 1 M2 Pengecatan Permukaan Baja dg Meni Besi 3,054.00

N.8 1 M2 Pengecatan Permukaan Baja dg Meni Besi & Perancah 7,592.00

N.9 1 M2 Pengecatan Permukaan Baja lapis Seng (Galvanis) secara 20,236.00

manual sistem 3 lapis Cat Konvensional dg tebal 200 um

N.10 1 M2 PLITURAN BANGUNAN ( BIASA ) 17,843.00

N.11 1 M2 PLITURAN MEUBELAIR 60,731.00


KEPALA DINAS PEKERJAAN UMUM

KABUPATEN REMBANG

Ir. MUJOKO, MT.

NIP. 010 234 645 / 19620715 199011 1 002

B281

User:

C281

User:

F281

User:

C317

User:

F317

User:


D A F T A R H A R G A S A T U A N P E K E R J A A N DINAS PEKERJAAN UMUM KABUPATEN REMBANG

TAHUN 2013 EDISI JANUARI 2013

HARGA SATUAN HARGA SATUAN TOTAL

UPAH ALAT HARGA SATUAN

(Rp) (Rp) (Rp)

5 6 7

26,640.00 - 425,694.00

9,480.00 - 167,430.00

243,600.00 - 1,307,285.00

151,200.00 - 1,107,965.00

6,000 - 6,000.00

17,840.40 - 40,415.00

255,996.00 - 255,996.00

241,596.00 - 241,596.00

112,320.00 - 112,320.00

81,600.00 - 81,600.00

5,100.00 - 5,100.00

4,080.00 - 4,080.00

20,400.00 - 20,400.00

10,350.00 - 10,350.00

13,800.00 - 13,800.00

501,600.00 - 501,600.00

316,200.00 - 316,200.00

21,000.00 - 21,000.00

6,120.00 - 6,120.00

16,320.00 - 16,320.00

37,536.00 - 37,536.00

56,880.00 - 56,880.00

45,360.00 - 45,360.00

2,040.00 - 2,040.00

12,360.00 - 12,360.00

5,440.00 - 5,440.00

20,400.00 - 20,400.00

11,280.00 - 92,880.00

11,280.00 - 11,280.00

55,200.00 - 169,334.00

6,120.00 - 96,720.00

10,200.00 - 150,600.00

21,432.00 - 21,432.00

29,964.00 755.00 30,719.00

38,496.00 755.00 39,251.00

47,028.00 755.00 47,783.00

56,400.00 3,775.00 60,175.00

28,500.00 3,775.00 32,275.00

703.80 8,388.61 9,092.00

846.00 10,952.90 11,798.00

968.40 4,241.95 5,210.00

1,314.00 5,764.89 7,078.00

2,197.20 9,625.89 11,823.00

3,072.00 13,458.95 16,530.00

9,480.00 1,887.50 11,367.00

11,280.00 1,510.00 103,990.00

64,680.00 - 168,800.00

64,680.00 - 337,800.00

9,480.00 1,887.50 11,367.00

6,120.00 188.75 6,308.00




(Rp) (Rp) (Rp)

5 6 7

2,040.00 188.75 2,228.00

7,920.00 188.75 26,228.00

- - 94,048.00




(Rp) (Rp) (Rp)

5 6 7

91,440.00 - 666,090.00

91,440.00 - 601,190.00

91,440.00 - 577,360.00

91,440.00 - 480,843.00

49,068.00 - 228,444.00

1,127.40 14,040.00 276,967.00

156,660.00 - 2,296,792.00

-

106,440.00 - 702,182.00

76,188.00 - 1,136,929.00

12,930.00 151.00 52,081.00

69,120.00 151.00 69,271.00

86,402.40 188.75 86,591.00

103,680.00 226.50 103,906.00

77,760.00 188.75 77,948.00

109,682.10 - 429,681.00

115,479.90 - 571,479.00

122,981.10 - 748,980.00

17,160.00 - 90,272.00

17,160.00 - 83,633.00

17,160.00 - 73,869.00

17,880.00 - 80,595.00

17,880.00 - 78,234.00

55,076.50 - 182,606.00

257,400.00 - 903,104.00

257,400.00 - 797,072.00

257,400.00 - 688,482.00

14,760.00 - 87,204.00

14,760.00 - 83,730.00

14,760.00 - 84,093.00

14,760.00 - 81,138.00

15,411.00 - 32,729.00

15,216.00 - 25,544.00

15,411.00 - 22,776.60

21,240.00 - 44,440.40

12,054.00 - 24,672.00

9,732.00 - 23,747.20

6,186.00 - 14,262.00

15,264.00 - 23,340.00

19,416.00 - 32,003.00

11,424.00 - 16,461.00

1,358,400.00 - 19,928,775.00

1,358,400.00 - 13,775,375.00

72,684.00 - 523,559.00

179,400.00 - 630,405.00

143,520.00 - 543,300.00

219,600.00 - 1,307,666.00

136,320.00 - 536,145.00

143,520.00 - 550,095.00

132,000.00 - 1,145,265.00

132,000.00 - 809,625.00

143,520.00 - 679,175.00

171,720.00 - 702,103.00

-




(Rp) (Rp) (Rp)

5 6 7

84,744.00 - 520,044.00

91,944.00 - 505,124.00

916,800.00 - 13,572,800.00

-




(Rp) (Rp) (Rp)

5 6 7

1,358,400.00 - 20,251,800.00

498,240.00 - 13,192,740.00

171,720.00 - 730,775.00

185,040.00 - 925,827.00

9,480.00 - 151,105.00

9,480.00 - 158,980.00

11,376.00 - 1,871,126.00

15,390.00 - 98,140.00

15,120.00 - 139,745.00

19,860.00 - 185,610.00

34,620.00 - 352,245.00

31,164.00 - 452,925.00

124,560.00 - 247,983.00

5,192.40 - 57,642.40

6,660.00 - 86,336.00

-

-

78,921.00 - 869,109.00

104,328.00 - 940,568.00

78,921.00 - 951,250.00

54,768.00 - 825,174.00

77,340.00 - 992,407.00

77,340.00 - 1,087,939.00

77,340.00 - 1,116,107.00

77,340.00 - 1,135,686.00

77,340.00 - 1,169,533.00

77,340.00 - 1,179,988.00

100,380.00 - 1,242,717.00

100,380.00 - 1,256,453.00

666.00 - 13,776.00

1,515,360.00

1,722,000.00

476.40 - 22,096.00

34,632.00 - 133,062.00

34,632.00 - 144,407.00

43,956.00 - 330,736.00

43,956.00 - 341,563.00

43,956.00 - 486,736.00

43,956.00 60,400.00 425,491.00

43,956.00 - 306,836.00

8,604.00 - 98,505.00

28,950.00 - 151,759.00

22,470.00 - 142,421.00

351,543.00 - 3,685,513.00

399,411.00 - 4,561,301.00

497,781.00 - 8,176,321.00

431,421.00 - 6,375,581.00

351,705.00 - 6,114,185.00

351,543.00 - 5,764,863.00

399,411.00 - 5,844,636.00

10,296.00 - 70,775.00

16,521.00 - 83,483.00

108,630.00 679.50 1,084,309.00

108,630.00 679.50 1,146,809.00

108,630.00 679.50 1,234,309.00

952.20 3.02 1,162.00

4,860.00 47,040.00

4,860.00 47,925.00

1,005.00 27,680.00

3,030.00 25,000.00 28,030.00

7,905.00 - 92,335.00




(Rp) (Rp) (Rp)

5 6 7

10,041.00 - 42,541.00

9,168.00 - 39,168.00

25,776.00 - 63,036.00

9,681.00 - 43,113.00

13,320.00 - 66,645.00

20,460.00 - 438,160.00

26,640.00 - 86,615.00

18,888.00 - 84,068.00

7,992.00 - 50,362.00

9,690.00 - 28,520.00

5,124.00 - 28,409.00

8,352.00 - 38,907.00

68,160.00 - 321,005.00

6,660.00 - 33,445.00

4,764.00 - 13,769.00

23,100.00 - 199,850.00

23,100.00 - 93,800.00

24,600.00 - 212,350.00

182,634.00 - 825,634.00

201,180.00 - 348,780.00

63,495.00 - 792,695.00

9,324.00 - 72,203.50

25,308.00 - 143,870.00

4,766.40 - 13,470.00

5,244.00 - 15,580.00

5,721.60 - 18,641.00

6,194.40 - 28,090.00

6,672.00 - 30,608.00

7,149.60 - 42,373.00

8,940.90 - 53,820.00

10,726.80 - 75,870.00

7,080.00 15.10 8,187.00

11,670.00 30.20 13,884.00

10,767.00 377.50 15,536.00

14,160.00 45.30 16,502.00

14,523.00 755.00 35,274.00

23,865.00 1,132.50 50,414.00

25,320.00 755.00 147,550.00

25,320.00 755.00 112,200.00

25,320.00 755.00 183,405.00

25,320.00 755.00 124,825.00

25,320.00 755.00 114,725.00

25,320.00 755.00 146,918.00

25,320.00 755.00 127,350.00

3,840.00 646.80 54,452.00

345,000.00 178,525.00 523,525.00

- - 3,490.00

- - 1,745.00

- - 1,047.00

- - 130.00

319,800.00 - 2,148,100.00

1,797.00 - 50,759.00

1,797.00 - 72,240.00

14,364.00 1,812.00 97,776.00

14,412.00 2,412.00 45,224.00




(Rp) (Rp) (Rp)

5 6 7

2,882.40 2,412.00 18,814.40

12,456.00 1,510.00 52,966.00

173,400.00 15,100.00 6,794,500.00

177,000.00 15,100.00 8,468,100.00

190,500.00 15,100.00 10,076,800.00

204,000.00 15,100.00 15,591,100.00

217,500.00 15,100.00 17,890,600.00

231,000.00 15,100.00 32,412,100.00

244,500.00 15,100.00 39,769,600.00

150,300.00 15,100.00 396,300.00

150,300.00 15,100.00 396,300.00

5,688.00 - 30,630.00

5,688.00 - 30,183.00

29,430.00 - 282,097.00

22,656.00 - 58,831.00




(Rp) (Rp) (Rp)

5 6 7

26,640.00 - 100,140.00

26,070.00 - 99,570.00

9,038.40 - 17,038.40

6,240.00 - 14,240.00

12,480.00 - 18,980.00

9,038.40 - 30,038.00

12,048.00 - 67,048.00

15,062.40 - 31,562.00

9,038.40 - 137,738.00

17,724.00 62,949.00

16,392.00 615,067.00

43,500.00 126,875.00

43,500.00 126,777.00

43,500.00 749,432.00

48,420.00 121,437.00

48,420.00 126,437.00

64,260.00 807,179.00

43,500.00 180,862.00

204,600.00 7,248.00 574,318.00

101,100.00 483.20 464,053.00

43,500.00 362.40 666,547.00

48,600.00 604.00 671,889.00

101,100.00 483.20 1,742,113.00

201,000.00 7,248.00 1,848,778.00

3,816.00 6,352.00

6,870.00 29,150.00

3,423.00 36,196.00

8,211.00 46,537.00

4,393.20 16,071.00

3,496.80 10,790.00

11,508.00 14,562.00

22,050.00 29,642.00

84,600.00 104,836.00

26,655.00 44,498.00

26,655.00 87,386.00


DAFTAR ANALISA SATUAN PEKERJAAN DINAS PEKERJAAN UMUM KABUPATEN REMBANG

TAHUN 2013

edisi Jan 2013No. KODE KOEF SAT. URAIAN PAKERJAAN HARGA SAT. JUMLAH

Rp Rp1 3 4 5 6 7 8 = ( 4 X 7 )

I A PEKERJAAN PERSIAPAN

A.1 1M' Pagar Sementara dari Seng Gelombang Tinggi 2,00 mMaterial

1.2500 Btg 39,000.00 48,750.00 2.5000 Kg Portalnd Pozzolan Cement/PPC 1,550.00 3,875.00 1.2000 Lbr Seng Gelombang Kecil 0,90 x 1,80 m 59,000.00 70,800.00 0.0050 m3 Pasir Pasang (Cepu) 230,000.00 1,150.00 0.0090 m3 Batu pecah 1/2 274,000.00 2,466.00 0.0720 m3 Usuk Kayu Meranti 5/7X4m 3,609,000.00 259,848.00 0.0600 Kg Paku u kuran 1' s/d 4 " 17,500.00 1,050.00 0.4500 Kg Menie 24,700.00 11,115.00

Jumlah Bahan 399,054.00 Upah

0.2000 OH Tukang Kayu 51,000.00 10,200.00 0.4000 OH Pekerja 36,000.00 14,400.00 0.0200 OH Kepala Tukang Kayu 54,000.00 1,080.00 0.0200 OH Mandor 48,000.00 960.00

Jumlah Upah 26,640.00

Jumlah Bahan + Upah + Alat 425,694.00 A.2 1M' Pengukuran dan Pemasangan Bouwplank

Material 0.0120 m3 Kayu 5/7x 4m Kayu Kruing 8,000,000.00 96,000.00 0.0200 Kg Paku -ukuran 1" s/d 4" 17,500.00 350.00 0.0070 m3 Kayu Kruing Papan 8,800,000.00 61,600.00


0.1000 OH Tukang Kayu 51,000.00 5,100.00 0.1000 OH Pekerja 36,000.00 3,600.00 0.0100 OH Kepala Tukang Kayu 54,000.00 540.00 0.0050 OH Mandor 48,000.00 240.00


Jumlah Bahan + Upah + Alat 167,430.00 A.3 1M2 Pembuatan Kantor Sementara dg Lantai Plesteran

Material 1.2500 Btg Kayu Dolken Ø 8 - 10 / 4 m 39,000.00 48,750.00 0.1800 m3 Kayu lanan (balok/pesagen) 3,609,000.00 649,620.00 0.8500 Kg Paku ukuran 1" s/d 4" 17,500.00 14,875.00 1.1000 Kg Besi Strip 17,800.00 19,580.00 35.0000 Kg Portalnd Pozzolan Cement/PPC 1,550.00 54,250.00 0.2500 m3 Pasir pasang (cepu) 230,000.00 57,500.00 0.1500 m3 Batu pecah 1/2 274,000.00 41,100.00 30.0000 buah Batu bata Merah 500.00 15,000.00 0.2500 Lbr Seng Plat BJLS 0,30 panjang 180 cm 60,300.00 15,075.00 2.0000 daun Jendela Nako lengkap 60,000.00 120,000.00 0.0800 m2 Kaca Bening 5 mm 106,000.00 8,480.00 0.1500 buah Kunci Tanam Kecil 73,500.00 11,025.00 0.3000 buah Engsel H 6,500.00 1,950.00 0.0600 Lbr Teakwood 120 x 240 tb 4 mm 108,000.00 6,480.00

Jumlah Bahan 1,063,685.00 Upah

2.0000 OH Tukang Kayu 51,000.00 102,000.00 1.0000 OH Tukang Batu 51,000.00 51,000.00 2.0000 OH Pekerja 36,000.00 72,000.00 0.3000 OH Kepala Tukang kayu 54,000.00 16,200.00 0.0500 OH Mandor 48,000.00 2,400.00


Jumlah Bahan + Upah + Alat 1,307,285.00 A.4 1M2 Pembuatan Gudang Semen dan Alat-alat

Material 1.7000 Btg Kayu Dolken diameter 8 - 10 / 400 cm 39,000.00 66,300.00 0.2100 m3 Kayu lanan (balok/pesagen) 3,609,000.00 757,890.00 0.3000 Kg Paku ukuran 1' s/d 4" 17,500.00 5,250.00 10.5000 Kg Portalnd Pozzolan Cement/PPC 1,550.00 16,275.00 0.0300 m3 Pasir Pasang (Cepu) 230,000.00 6,900.00 0.0500 m3 Batu pecah 1/2 274,000.00 13,700.00 1.5000 Lbr Seng plat BJLS 0,30 Panjang 180 cm 60,300.00 90,450.00


2.0000 OH Tukang Kayu 51,000.00 102,000.00 1.0000 OH Pekerja 36,000.00 36,000.00

Kayu Dolken sengon Ø diameter 8 - 10 / 400 cm


0.2000 OH Kepala Tukang 54,000.00 10,800.00 0.0500 OH Mandor 48,000.00 2,400.00


Jumlah Bahan + Upah + Alat 1,107,965.00 A.5 1M2 Membersihkan Lapangan dan Perataan

Material 0.1000 OH Pekerja 36,000.00 3,600.00 0.0500 OH Mandor 48,000.00 2,400.00


Jumlah Bahan + Upah + Alat 6,000.00 A.6 1M2 Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm

Material 1.0000 Btg Bambu diameter 6 - 8 / 600 cm 18,800.00 18,800.00 0.2500 Kg Tali Ijuk 15,100.00 3,775.00


0.1700 OH Tukang Kayu 51,000.00 8,670.00 0.2500 OH Pekerja 36,000.00 9,000.00 0.0020 OH Kepala Tukang 54,000.00 108.00 0.0013 OH Mandor 48,000.00 62.40



Jumlah Bahan + Upah + Alat 40,415.00 A.7 1M3 Bongkaran Beton Bertulang

Upah 6.6670 OH Pekerja 36,000.00 240,012.00 0.3330 OH Mandor 48,000.00 15,984.00


Jumlah Bahan + Upah + Alat 255,996.00 A.8 1M3 Bongkaran Dinding Tembok Bata Merah



Jumlah Bahan + Upah + Alat 241,596.00 A.9 1 M3 MEMBONGKAR DINDING BATA / BATU (Batu / bata dipakai lagi)

Upah 3.0000 Org Pekerja 36,000.00 108,000.00 0.0900 Org Mandor 48,000.00 4,320.00


Jumlah Bahan + Upah + Alat 112,320.00 A.10 1 M3 MEMBONGKAR DINDING BATA / BATU (bongkaran tidak dipakai lagi)

Upah 2.0000 Org Pekerja 36,000.00 72,000.00 0.2000 Org Mandor 48,000.00 9,600.00


Jumlah Bahan + Upah + Alat 81,600.00 A.11 1M2 MEMBONGKAR PLESTERAN DINDING

Upah 0.1250 Org pekerja 36,000.00 4,500.00 0.0125 Org Mandor 48,000.00 600.00


Jumlah Bahan + Upah + Alat 5,100.00

A.12 1M2 MEMBONGKAR GENTENG / SIRAP (bongkaran tidak dipakai lagi)Upah

0.1000 Org pekerja 36,000.00 3,600.00 0.0100 Org Mandor 48,000.00 480.00


Jumlah Bahan + Upah + Alat 4,080.00 A.13 1M2 MEMBONGKAR GENTENG / SIRAP (bongkaran dipakai lagi)

Upah 0.5000 Org pekerja 36,000.00 18,000.00 0.0500 Org Mandor 48,000.00 2,400.00



A.14 1M2 MEMBONGKAR RANGKA ATAP/RENG KASO (bongkaran tidak dipakai lagi)Upah

0.1500 Org Pekerja 36,000.00 5,400.00 0.0750 Org Tukang Kayu 51,000.00 3,825.00 0.0075 Org Kepala tukang kayu 54,000.00 405.00 0.0150 Org Mandor 48,000.00 720.00



A.15 1M2 MEMBONGKAR RANGKA ATAP / RENG KASO (bongkaran dipakai lagi)Upah

0.2000 Org Pekerja 36,000.00 7,200.00 0.1000 Org Tukang Kayu 51,000.00 5,100.00 0.0100 Org Kepala tukang kayu 54,000.00 540.00 0.0200 Org Mandor 48,000.00 960.00



A.16 1M3 MEMBONGKAR KUDA-KUDA GORDING/BALOK (bongkaran dipakai lagi)Upah

4.0000 Org Pekerja 36,000.00 144,000.00 6.0000 Org Tukang Kayu 51,000.00 306,000.00 0.6000 Org Kepala tukang kayu 54,000.00 32,400.00 0.4000 Org Mandor 48,000.00 19,200.00



A.17 1M3 MEMBONGKAR KUDA-KUDA GORDING/BALOK (bongkaran tidak dipakai lagi)Upah

4.0000 Org Pekerja 36,000.00 144,000.00 3.0000 Org Tukang Kayu 51,000.00 153,000.00 0.4000 Org Mandor 48,000.00 19,200.00



A.18 1M2 MEMBONGKAR PLAFOND (bongkaran dipakai lagi)Upah


0.1000 Org Pekerja 36,000.00 3,600.00 0.3000 Org Tukang Kayu 51,000.00 15,300.00 0.0300 Org Kepala tukang kayu 54,000.00 1,620.00 0.0100 Org Mandor 48,000.00 480.00



A.19 1M2 MEMBONGKAR PLAFOND (bongkaran tidak dipakai lagi)Upah

0.1500 Org Pekerja 36,000.00 5,400.00 0.0150 Org Mandor 48,000.00 720.00



Keterangan : A.20

Biaya setiap jarak pengangkutan/langsiran 1 m3 Upah = K : ( a

( L + 75 ))K = Biaya

275.0000 a = Upah PekerjaL = Jarak angkut

Keterangan : A.21

Biaya setiap jarak pengangkutan / langsiran 1 zak semen = K : ( a

( L + 75 ))/25K = Biaya

275.0000 a = Upah PekerjaL = Jarak angkut

II B PEKERJAAN TANAH

B.1 1M3 Galian Tanah Biasa Sedalam 1 mUpah

0.400 OH Pekerja 36,000.00 14,400.00 0.040 OH Mandor 48,000.00 1,920.00




B.2 1M3 Galian Tanah Keras Sedalam 1 mUpah



Jumlah Bahan + Upah + Alat 37,536.00 B.3 1M3 Galian Tanah Cadas Sedalam 1 m



Jumlah Bahan + Upah + Alat 56,880.00 B.4 1M3 Galian Tanah Lumpur Sedalam 1 m



Jumlah Bahan + Upah + Alat 45,360.00 B.5 1M2 Pekerjaan Striping Setinggi 1 m

Upah 0.050 OH Pekerja 36,000.00 1,800.00 0.005 OH Mandor 48,000.00 240.00


Jumlah Bahan + Upah + Alat 2,040.00 B.6 1M3 Membuang Tanah Sejauh 30 m'




Suppl. B 6 1 M3 PEK. PEMBUANGAN LEBIH DARI RADIUS 30 M

Keterangan :

MENGGUNAKAN RUMUS = K : a

( L + 75 )K = Biaya

275 a = Upah Pekerja

L = Jarak pembuangan

B.7 1M3 Urugan Kembali (dihitung 1/3 kali indeks pekerjaan galian) 5,440.00 B.8 1M3 Pemadatan Tanah



Jumlah Bahan + Upah + Alat 20,400.00 B.9 1M3 Urugan Pasir

Material 1.200 m3 Pasir Urug 68,000.00 81,600.00


0.300 OH Pekerja 36,000.00 10,800.00 0.010 OH Mandor 48,000.00 480.00


Jumlah Bahan + Upah + Alat 92,880.00 B.9a 1M3 Urugan Tanah Biasa (Tanah Tersedia)




B.10 1M3 Lapisan Pudel Cmp. 1Kp : 3Ps : 7TLMaterial

0.400 m3 Pasir Urug 68,000.00 27,200.00 0.135 m3 Kapur Padam 215,600.00 29,106.00 0.948 m3 Tanah Liat 61,000.00 57,828.00


0.800 OH Pekerja 36,000.00 28,800.00 0.400 OH Tukang Batu 51,000.00 20,400.00 0.040 OH Kepala Tukang 54,000.00 2,160.00 0.080 OH Mandor 48,000.00 3,840.00


Jumlah Bahan + Upah + Alat 169,334.00 B.11 1M2 Pemasangan Lapisan Ijuk tebal 10 cm

Material 6.000 kg Ijuk 15,100.00 90,600.00


0.150 OH Pekerja 36,000.00 5,400.00


0.015 OH Mandor 48,000.00 720.00 Jumlah Upah 6,120.00

Jumlah Bahan + Upah + Alat 96,720.00 B.12 1M3 Urugan Sirtu

Material 1.200 m3 Sirtu 117,000.00 140,400.00




Jumlah Bahan + Upah + Alat 150,600.00 B.13 1 M3 Galian Tanah Biasa Sedalam 2 meter




B.14 1 M3 PEK. GALIAN TANAH BIASA MAX KEDALAMAN 3 M' TENAGA MANUSIA Upah

0.735 org Pekerja 36,000.00 26,460.00 0.073 org Mandor 48,000.00 3,504.00

Jumlah Upah 29,964.00 Alat

0.050 lot Alat bantu 15,100.00 755.00 Jumlah Alat 755.00











Jumlah Bahan + Upah + Alat 47,783.00 B.17 1 M3 PEK. GALIAN TANAH BANYAK TERDAPAT BATU-BATU BUNDAR

MAX KEDALAMAN 1 M' TENAGA MANUSIA Upah



0.250 lot Alat bantu 15,100.00 3,775.00 Jumlah Alat 3,775.00



B.18 1 M3 PEK. GALIAN TANAH BERBATU MAX KEDALAMAN 1 M' TNG MANUSIA Upah



0.250 lot Alat bantu 15,100.00 3,775.00

Jumlah Alat 3,775.00


B.19 1 M3 PEK. GALIAN TANAH MAX KEDALAMAN 2 M' DENGAN ALAT BERATAlat

0.0046 unit Sewa Excavator 0,9 m3 1,025,000.00 4,715.00 0.7043 liter Solar 4,500.00 3,169.35 0.0183 liter Olie (minyak pelumas) 22,000.00 402.60 0.0046 Kg Stempet 22,100.00 101.66

Jumlah Alat 8,388.61 Upah

0.0046 org Operator Terlatih 51,000.00 234.60 0.0046 org Pemb. Operator Alat Berat 42,000.00 193.20 0.0046 org Pekerja 36,000.00 165.60 0.0023 org Mandor 48,000.00 110.40

Jumlah Upah 703.80


B.20 1 M3 PEK. GALIAN TANAH MAX KEDALAMAN 5 M' DENGAN ALAT BERATAlat

0.0060 unit Sewa Excavator 0,9 m3 1,025,000.00 6,150.00 0.9210 liter Solar 4,500.00 4,144.50 0.0239 liter Olie (minyak pelumas) 22,000.00 525.80 0.0060 Kg Stempet 22,100.00 132.60


0.0060 org Operator terlatih 51,000.00 306.00 0.0060 org Pemb. Operator 42,000.00 252.00 0.0060 org Pekerja 36,000.00 216.00 0.0015 org Mandor 48,000.00 72.00

Jumlah Upah 846.00


B.21 MENGANGKUT HASIL GALIAN DENGAN DUMP TRUCK . M3/KM.Alat

0.0101 buah Sewa Dump Truck 275,000.00 2,777.50 0.2515 liter Solar 4,500.00 1,131.75 0.0101 liter Olie (minyak pelumas) 22,000.00 222.20 0.0050 Kg Stempet 22,100.00 110.50

Jumlah Alat 4,241.95 Upah 0.0101 org Sopir 48,000.00 484.80 0.0101 org Pekerja 36,000.00 363.60 0.0025 org Mandor 48,000.00 120.00

Jumlah Upah 968.40


B.22 1 M3. MENGANGKUT HASIL GALIAN EXAVATOR MAX 1,5 KM ( DENGAN DUMP TRUCK )KURANG DARI 1,5 KM.

Alat 0.0137 buah Sewa Dump Truck 275,000.00 3,767.50 0.3430 liter Solar 4,500.00 1,543.50 0.0137 liter Olie (minyak pelumas) 22,000.00 301.40 0.0069 Kg Stempet 22,100.00 152.49


0.0137 org Sopir 48,000.00 657.60 0.0137 org Pekerja 36,000.00 493.20 0.0034 org Mandor 48,000.00 163.20



B.23 1 M3. MENGANGKUT HASIL GALIAN EXAVATOR 0,7 M3 DENGAN DUMP TRUCK JARAK ANTARA 1,5 S/D 3 KM.

Alat 0.0229 buah Dump Truck 275,000.00 6,297.50 0.5717 liter Solar 4,500.00 2,572.65 0.0229 liter Olie 22,000.00 503.80 0.0114 Kg Stempet 22,100.00 251.94


0.0229 org Sopir 48,000.00 1,099.20 0.0229 org Pekerja 36,000.00 824.40 0.0057 org Mandor 48,000.00 273.60



B.24 1 M3. MENGANGKUT HASIL GALIAN EXAVATOR 0,7 M3 DENGAN DUMP TRUCK


JARAK ANTARA 3 S/D 5 KM.Alat

0.0320 buah Dump Truck 275,000.00 8,800.00 0.8003 liter Solar 4,500.00 3,601.35 0.0320 liter Olie 22,000.00 704.00 0.0160 Kg Stempet 22,100.00 353.60


0.0320 org Sopir 48,000.00 1,536.00 0.0320 org Pekerja 36,000.00 1,152.00 0.0080 org Mandor 48,000.00 384.00



B.25 1 M3 MERATAKAN TANAH Upah

0.2500 org Pekerja 36,000.00 9,000.00 0.0100 org Mandor 48,000.00 480.00



Jumlah Bahan + Upah + Alat 11,367.00 B.26 1 M3 PEK. URUGAN TANAH PILIHAN

Material 1.2000 m3 Tanah pilihan 76,000.00 91,200.00





Jumlah Bahan + Upah + Alat 103,990.00 B.27 1 M3 PEK. LAPISAN PUDEL 1 KP : 3 TL

Material 0.2000 m3 Kapur padam 215,600.00 43,120.00 1.0000 m3 Tanah liat 61,000.00 61,000.00


1.0000 org Pekerja 36,000.00 36,000.00 0.5000 org Tukang batu 51,000.00 25,500.00 0.0500 org Kepala tukang batu 54,000.00 2,700.00 0.0100 org Mandor 48,000.00 480.00




B.28 1 M3 PEK. LAPISAN PUDEL 1 KP : 5 PSMaterial

1.0000 m3 Pasir pasang 230,000.00 230,000.00 0.2000 m3 Kapur padam 215,600.00 43,120.00


1.0000 org Pekerja 36,000.00 36,000.00 0.5000 org Tukang batu 51,000.00 25,500.00 0.0500 org Kepala tukang batu 54,000.00 2,700.00 0.0100 org Mandor 48,000.00 480.00



B.29 1 M3 MERATAKAN TANAH DAN DITIMBRIS Upah




Jumlah Bahan + Upah + Alat 11,367.00 B.30 1 M2 MENGAMBIL DAN PASANGAN GEBALAN

Upah 0.1500 org Pekerja 36,000.00 5,400.00 0.0150 org Mandor 48,000.00 720.00




B.31 1 M' MENGANGKUT GEBALAN RUMPUT Upah





B.32 1 M2 PEKERJAAN GEBALAN RUMPUT SAMPAI TUMBUHMaterial

1.2000 m2 Gembalan rumput biasa 15,100.00 18,120.00 Jumlah Bahan 18,120.00

Upah 0.2000 org Pekerja 36,000.00 7,200.00 0.0150 org Mandor 48,000.00 720.00




B.33 1 M2 URUGAN PAKAI ALAT BESAR TANAH DARI LUAR DIPADATKAN (U/5000 M3) 0.6000 m3 Pekerjaan galian (10 org) 50 % (Analis B1) 8,160.00 4,896.00 0.6000 m3 Pek. Galian tanah berbatu (10 org) 50 % (Analis B17) 30,087.50 18,052.50 5.0000 m3 Pek. Grading plant (10) 50 % (5 x Analis B5) 1,020.00 5,100.00 1.2000 m3 Tanah Biasa 55,000.00 66,000.00

JUMLAH 94,048.00 III C PEKERJAAN PONDASI

C.1 1M3 Pasang Pondasi Batu Kali 1Pc : 3 Ps Material

1.200 m3 Batu Belah 15/20 125,000.00 150,000.00 202.000 Kg Portland Sement 1,550.00 313,100.00 0.485 m3 Pasir Pasang 230,000.00 111,550.00




Jumlah Bahan + Upah + Alat 666,090.00 C.1a 1 M3 PASANGAN BATU BELAH 1 : 4

Material 1.1000 m3 Batu Belah 15/20 125,000.00 137,500.00 163.0000 kg PC (50 kg) 1,550.00 252,650.00 0.5200 m3 Pasir pasang 230,000.00 119,600.00



1.5000 org Pekerja 36,000.00 54,000.00 0.6000 org Tukang batu 51,000.00 30,600.00 0.0600 org Kepala tukang batu 54,000.00 3,240.00 0.0750 org Mandor 48,000.00 3,600.00


Jumlah Bahan + Upah + Alat 601,190.00 C.2 1M3 Pasang Pondasi Batu Kali 1Pc : 5 Ps

Material 1.200 m3 Batu Belah 15/20 125,000.00 150,000.00 136.000 Kg Portland Sement 1,550.00 210,800.00 0.544 m3 Pasir Pasang 230,000.00 125,120.00




Jumlah Bahan + Upah + Alat 577,360.00 C.3 1M3 Pasang Pondasi Batu Kali, 1 Pc : 3 Kp : 10 Ps

Material 1.200 m3 Batu Belah 15/20 125,000.00 150,000.00 61.000 kg Portland Sement 1,550.00 94,550.00 0.147 m3 Kapur Pasang 215,600.00 31,693.20 0.492 m3 Pasir Pasang 230,000.00 113,160.00


. 1.500 OH Pekerja 36,000.00 54,000.00 0.600 OH Tukang Batu 51,000.00 30,600.00 0.060 OH Kepala Tukang 54,000.00 3,240.00 0.075 OH Mandor 48,000.00 3,600.00




C.4 1M3 Pasang Pondasi Batu KosongMaterial

1.200 m3 Batu Belah 15/20 125,000.00 150,000.00 0.432 m3 Pasir Urug 68,000.00 29,376.00


. 0.700 OH Pekerja 36,000.00 25,200.00 0.390 OH Tukang Batu 51,000.00 19,890.00 0.039 OH Kepala Tukang 54,000.00 2,106.00 0.039 OH Mandor 48,000.00 1,872.00


Jumlah Bahan + Upah + Alat 228,444.00 C.4a 1M3 Pasang Batu Bolder

Material 1.100 m3 Batu Bolder 238,000.00 261,800.00

Jumlah Bahan 261,800.00 Alat + BBM 0.010 unit Sewa Excavator 0.90 m3 1,025,000.00 10,250.00 0.715 ltr Solar (minyak diesel) 4,500.00 3,217.50 0.021 ltr Olie (minyak pelumas) 22,000.00 462.00 0.005 kg Stempet 22,100.00 110.50


. 0.009 OH Operator terlatih 51,000.00 459.00 0.009 OH Pembantu Operator 42,000.00 378.00 0.005 OH Pekerja 36,000.00 180.00 0.002 OH Mandor 48,000.00 110.40



C.5 1M3 Pasang Pondasi Siklop 60% Beton Camp. 1PC : 2PS : 3KR & 40% Batu Belah

Material 0.480 m3 Batu Belah 15/20 125,000.00 60,000.00 126.000 Kg Besi Beton 12,200.00 1,537,200.00 194.000 Kg Portland Semen 1,550.00 300,700.00 0.312 m3 Pasir Beton (Cepu) 250,000.00 78,000.00 0.468 m3 Koral Beton 274,000.00 128,232.00 1.800 Kg Kawat Beton 20,000.00 36,000.00


3.000 OH Pekerja 36,000.00 108,000.00 0.850 OH Tukang Batu 51,000.00 43,350.00 0.085 OH Kepala Tukang 54,000.00 4,590.00 0.015 OH Mandor 48,000.00 720.00


Jumlah Bahan + Upah + Alat 2,296,792.00 C.6 1M3 Pasang Pondasi Sumuran diameter 100 cm

Material 0.450 m3 Batu Belah 15/20 cm 125,000.00 56,250.00 194.000 Kg Portland Semen 1,750.00 339,500.00 0.312 m3 Pasir Pasang 230,000.00 71,760.00 0.468 m3 Koral Beton 274,000.00 128,232.00





C.7 1M' Pembuatan Tiang Pancang (40x40) cm, Beton BertulangMaterial

0.019 m3 Pasir Urug (Timbunan) 68,000.00 1,292.00 0.094 m3 Pasir Beton (Cepu) 250,000.00 23,500.00 0.150 m3 Koral Beton 274,000.00 41,100.00 60.500 Kg Portland Semen 1,750.00 105,875.00 45.000 Kg Besi Beton 12,200.00 549,000.00 0.900 Kg Kawat beton 20,000.00 18,000.00 0.032 m3 Kayu Kamper(balok pesagen) 9,769,000.00 312,608.00 0.120 Kg Paku uk. 1" s/d 4" 17,500.00 2,100.00 0.090 Lt Minyak Bekisting 24,200.00 2,178.00 0.240 Kg Plamur Tembok 21,200.00 5,088.00




Jumlah Bahan + Upah + Alat 1,136,929.00


C.8 SEBUAH TIANG PANCANG DICINCIN DAN DILANCIPKAN (KAYU HUTAN)Material

1.000 btg 39,000.00 39,000.00 Jumlah Bahan 39,000.00

Upah 0.1250 org Tukang Kayu 51,000.00 6,375.00 0.0125 org Kepala Tukang 54,000.00 675.00 0.1500 org Pekerja 36,000.00 5,400.00 0.0100 org Mandor 48,000.00 480.00


0.0100 lot alat bantu 15,100.00 151.00 Jumlah Alat 151.00


C.9 1 M' TIANG DIPANCANGKAN DIDALAM TANAH LUNAK Upah

0.0400 org Tukang Kayu 51,000.00 2,040.00 0.0040 org Kepala Tukang 54,000.00 216.00 1.8000 org Pekerja 36,000.00 64,800.00 0.0430 org Mandor 48,000.00 2,064.00




C.10 1 M' TIANG DIPANCANGKAN DIDALAM TANAH BIASA Upah

0.0500 org Tukang Kayu 51,000.00 2,550.00 0.0050 org Kepala Tukang 54,000.00 270.00 2.2500 org Pekerja 36,000.00 81,000.00 0.0538 org Mandor 48,000.00 2,582.40




C.11 1 M' TIANG DIPANCANGKAN DIDALAM TANAH KERAS

Upah

0.0600 org Tukang Kayu 51,000.00 3,060.00

0.0060 org Kepala Tukang 54,000.00 324.00

2.7000 org Pekerja 36,000.00 97,200.00

0.0645 org Mandor 48,000.00 3,096.00


Alat

0.0150 lot alat bantu 15,100.00 226.50

Jumlah Alat 226.50


Kayu dolken sengon Ø 8 - 10 cm, 4 M


C.12 1 M' TIANG DIPANCANGKAN DIDALAM TANAH PASIR

Upah

0.0600 org Tukang Kayu 51,000.00 3,060.00

0.0060 org Kepala Tukang 54,000.00 324.00

1.9800 org Pekerja 36,000.00 71,280.00

0.0645 org Mandor 48,000.00 3,096.00


Alat

0.0125 lot alat bantu 15,100.00 188.75

Jumlah Alat 188.75


C.13 1 M3 PASANGAN BATU BRONJONG UNTUK KAWAT 3 MM

Material

1.2000 m3 Batu belah 125,000.00 150,000.00

8.3333 kg Kawat bronjong 20,400.00 169,999.32

Jumlah Bahan 319,999.32

Upah

0.6667 org penganyam 51,000.00 34,001.70

2.0333 org Pekerja 36,000.00 73,198.80

0.0517 org Mandor 48,000.00 2,481.60




Material

1.2000 m3 Batu belah 125,000.00 150,000.00



Upah

0.7333 org penganyam 51,000.00 37,398.30

2.1000 org Pekerja 36,000.00 75,600.00

0.0517 org Mandor 48,000.00 2,481.60




Material

1.2000 m3 Batu belah 125,000.00 150,000.00



Upah

0.8333 org tukang besi 51,000.00 42,498.30

2.1667 org Pekerja 36,000.00 78,001.20

0.0517 org Mandor 48,000.00 2,481.60



IV D P E K E R J A A N D I N D I N G

D.1 1M2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 2 Ps

Material

70.0000 Buah Bata Merah 5 x 11 x 22 500.00 35,000.00

18.9500 Kg Portland Semen 1,550.00 29,372.50

0.0380 m3 Pasir Pasang 230,000.00 8,740.00


Upah

0.3000 OH Pekerja 36,000.00 10,800.00

0.1000 OH Tukang Batu 51,000.00 5,100.00

0.0100 OH Kepala Tukang 54,000.00 540.00

0.0150 OH Mandor 48,000.00 720.00



D.2 1M2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 3 Ps

Material



0.0400 m3 Pasir Pasang 230,000.00 9,200.00


Upah

0.3000 OH Pekerja 36,000.00 10,800.00


0.1000 OH Tukang Batu 51,000.00 5,100.00

0.0100 OH Kepala Tukang 54,000.00 540.00

0.0150 OH Mandor 48,000.00 720.00



D.3 1M2 Pasang Batu Merah Tebal 1/2 bata, 1 Pc : 3 Kp : 10 Ps

Material



0.0500 m3 Pasir Pasang 230,000.00 11,500.00

0.0150 m3 Kapur Padam 215,600.00 3,234.00


Upah

0.3000 OH Pekerja 36,000.00 10,800.00

0.1000 OH Tukang Batu 51,000.00 5,100.00

0.0100 OH Kepala Tukang 54,000.00 540.00

0.0150 OH Mandor 48,000.00 720.00



D.4 1 M2 PASANGAN 1/2 BATA MERAH 1 : 4

Material

70.0000 bh Bata merah 500.00 35,000.00

11.5000 kg P C (50 kg) 1,550.00 17,825.00

0.0430 m3 Pasir pasang 230,000.00 9,890.00


Upah

0.3200 org Pekerja 36,000.00 11,520.00

0.1000 org Tukang batu 51,000.00 5,100.00

0.0100 org Kepala tukang batu 54,000.00 540.00

0.0150 org Mandor 48,000.00 720.00




D.5 1 M2 PASANGAN 1/2 BATA MERAH 1 : 5Material

70.0000 bh Bata merah 500.00 35,000.00 9.6800 kg P C (50 kg) 1,550.00 15,004.00 0.0450 m3 Pasir pasang 230,000.00 10,350.00


0.3200 org Pekerja 36,000.00 11,520.00 0.1000 org Tukang batu 51,000.00 5,100.00 0.0100 org Kepala tukang batu 54,000.00 540.00 0.0150 org Mandor 48,000.00 720.00



D.6 1 M2 PASANGAN BATU TEMPEL + SIARANMaterial

1.1000 m2 Batu tempel 101,000.00 111,100.00 0.1200 zak PC (50 kg) 77,500.00 9,300.00 0.0310 m3 Pasir pasang 230,000.00 7,130.00


0.1875 org Pekerja 36,000.00 6,750.00 0.2250 org Tukang batu 51,000.00 11,475.00 0.3750 org Kepala tukang batu 54,000.00 20,250.00 0.3380 org Mandor 48,000.00 16,224.00 0.0250 lot Peralatan 15,100.00 377.50



D.7 1 M3 PASANGAN BATA MERAH 1 PC : 2 PSMaterial

500.0000 bh Bata merah 500.00 250,000.00 4.1176 zak P C (50 kg) 77,500.00 319,114.00 0.3330 m3 Pasir pasang 230,000.00 76,590.00





D.8 1 M3 PASANGAN BATA MERAH 1 PC : 4 PSMaterial

500.0000 bh Bata merah 500.00 250,000.00 2.5328 zak P C (50 kg) 77,500.00 196,292.00 0.4060 m3 Pasir pasang 230,000.00 93,380.00





D.9 1 M3 PASANGAN BATA MERAH 1 PC : 3 KP : 10 PSMaterial

500.0000 bh Bata merah 500.00 250,000.00 0.9384 zak P C (50 kg) 77,500.00 72,726.00 0.1100 m3 Kapur pasang 215,600.00 23,716.00 0.3680 m3 Pasir pasang 230,000.00 84,640.00





D.10 1 M3 PASANGAN DINDING BATACO TEBAL 1/2 BATA (1 PC : 3 PS)Material

12.0000 bh Bataco Besar (10/20/40) 4,300.00 51,600.00 8.6400 kg P C (50 kg) 1,550.00 13,392.00 0.0324 m3 Pasir pasang 230,000.00 7,452.00






D.11 1 M3 PASANGAN DINDING BATACO TEBAL 1/2 BATA (1 PC : 5 PS)Material

12.0000 bh Bataco Besar (10/20/40) 4,300.00 51,600.00 7.2000 kg P C (50 kg) 1,550.00 11,160.00 0.0270 m3 Pasir pasang 230,000.00 6,210.00





D.12 1 M3 PASANGAN DINDING BATACO TEBAL 1/2 BATA Dengan pasir kwarsa (1 PC : 3 PS)Material

12.0000 bh Bataco Besar (10/20/40) 4,300.00 51,600.00 8.6400 kg P C (50 kg) 1,550.00 13,392.00 0.0324 m3 Pasir kwarsa 134,000.00 4,341.60





D.13 1 M3 PASANGAN DINDING BATACO TEBAL 1/2 BATA Dengan pasir kwarsa (1 PC : 5 PS)Material

12.0000 bh Bataco Besar (10/20/40) 4,300.00 51,600.00 7.2000 kg P C (50 kg) 1,550.00 11,160.00 0.0270 m3 Pasir kwarsa 134,000.00 3,618.00





V E PEKERJAAN P L E S T E R A N

E.1 1M2 Plesteran 1 Pc : 3 Ps Tebal 15 mmMaterial

7.7600 Kg Portland Semen 1,550.00 12,028.00 0.0230 m3 Pasir Pasang 230,000.00 5,290.00


0.2000 OH Pekerja 36,000.00 7,200.00 0.1500 OH Tukang batu 51,000.00 7,650.00 0.0015 OH Kepala Tukang 54,000.00 81.00 0.0100 OH Mandor 48,000.00 480.00



E.2 1M2 Plesteran 1 Pc : 2 Kp : 8 Ps Tebal 15 mmMaterial

3.0000 Kg Portland Semen 1,550.00 4,650.00 0.0050 m3 Kapur Padam 215,600.00 1,078.00 0.0200 m3 Pasir Pasang 230,000.00 4,600.00





E.3 1M2 Plesteran 1 Pc : 3 Kp : 10 Ps Tebal 15 mmMaterial

1.8400 Kg Portland Semen 1,550.00 2,852.00 0.0060 m3 Kapur Padam 215,600.00 1,293.60 0.0140 m3 Pasir Pasang 230,000.00 3,220.00



Upah 0.2000 OH Pekerja 36,000.00 7,200.00 0.1500 OH Tukang batu 51,000.00 7,650.00 0.0015 OH Kepala Tukang 54,000.00 81.00 0.0100 OH Mandor 48,000.00 480.00




E.4 1M2 Plesteran 1 Pc : 3 Ps Tebal 20 mmMaterial



0.2600 OH Pekerja 36,000.00 9,360.00 0.2000 OH Tukang batu 51,000.00 10,200.00 0.0200 OH Kepala Tukang 54,000.00 1,080.00 0.0125 OH Mandor 48,000.00 600.00



E.4a 1M2 Plesteran 1 Pc : 3 Ps Tebal 10 mmMaterial






E.5 1M2 Berapen 1 Pc : 5 Ps Tebal 15 mmMaterial






E.6 1M' Plesteran Skoning 1 Pc : 2 Ps lebar 10 mmMaterial

4.320 kg Portland Semen 1,550.00 6,696.00 0.006 m3 Pasir Pasang 230,000.00 1,380.00


0.0570 OH Pekerja 36,000.00 2,052.00 0.0380 OH Tukang batu 51,000.00 1,938.00 0.0380 OH Kepala Tukang 54,000.00 2,052.00 0.0030 OH Mandor 48,000.00 144.00



E.7 1M2 Plesteran Ciprat 1 Pc : 2 PsMaterial






E.8 1M2 Finishing Siar Pas. Batu Kali Adukan 1 Pc : 2 PsMaterial






E.9 1M2 AcianMaterial

3.2500 Kg Portland Semen 1,550.00 5,037.50 Jumlah Bahan 5,037.50

Upah





VI F PEKERJAAN K A Y UF.1 1M3 Membuat Kosen Pintu & Jendela Kayu klas I

Material 1.1000 m3 Kayu Klas I (Jati) , Balok 16,844,000.00 18,528,400.00 1.2500 Kg Paku Biasa 2" - 5 " 17,500.00 21,875.00 1.0000 Kg Lem Kayu 20,100.00 20,100.00


6.0000 OH Pekerja 36,000.00 216,000.00 20.0000 OH Tukang Kayu 51,000.00 1,020,000.00 2.0000 OH Kepala Tukang 54,000.00 108,000.00 0.3000 OH Mandor 48,000.00 14,400.00

Jumlah Upah 1,358,400.00


F.2 1M3 Membuat Kosen Pintu & Jendela Kayu BengkiraiMaterial

1.1000 m3 Kayu Bengkirai, Balok 11,250,000.00 12,375,000.00 1.2500 Kg Paku Biasa 2" - 5 " 17,500.00 21,875.00 1.0000 Kg Lem Kayu 20,100.00 20,100.00





F.3 1M2 Membuat Pintu Klamp Standard Kayu BengkiraiMaterial

0.0400 m3 Kayu Bengkirai, papan 11,250,000.00 450,000.00 0.0500 Kg Paku Biasa 2" - 5 " 17,500.00 875.00


0.3500 OH Pekerja 36,000.00 12,600.00 1.0500 OH Tukang Kayu 51,000.00 53,550.00 0.1050 OH Kepala Tukang 54,000.00 5,670.00 0.0180 OH Mandor 48,000.00 864.00




F.4 1M2 Membuat Daun Pintu Panel Kayu BengkiraiMaterial

0.0400 m3 Kayu Bengkirai, papan 11,250,000.00 450,000.00 0.0500 kg Lem Kayu 20,100.00 1,005.00


1.0000 OH Pekerja 36,000.00 36,000.00 2.5000 OH Tukang Kayu 51,000.00 127,500.00 0.2500 OH Kepala Tukang 54,000.00 13,500.00 0.0500 OH Mandor 48,000.00 2,400.00



F.5 1M2 Membuat Pintu & Jendela Kaca Kayu BengkiraiMaterial

0.0350 m3 Kayu Bengkirai, papan 11,250,000.00 393,750.00 0.3000 kg Lem Kayu 20,100.00 6,030.00





F.6 1M2 Membuat Pintu & Jendela Jalusi Kayu Kelas I (Jati)Material

0.0640 m3 Kayu Kelas I (Jati), papan 16,844,000.00 1,078,016.00 0.5000 kg Lem Kayu 20,100.00 10,050.00





F.7 1M2 Membuat Pintu Plywood Rangkap rangka Kayu Bengkirai lbr s/d 90cmMaterial

0.0250 m3 Kayu Bengkirai, papan 11,250,000.00 281,250.00 0.0300 Kg Paku Biasa 1/2" - 1" 17,500.00 525.00 0.5000 Kg Lem Kayu 20,100.00 10,050.00 1.0000 Lbr Teakwood 120 x 240 tebal 4 mm 108,000.00 108,000.00





F.8 1M2 Membuat Pintu Plywood rangkap, rangka expose kayu BengkiraiMaterial

0.0256 m3 Kayu Bengkirai, papan 11,250,000.00 288,000.00 0.0300 Kg Paku Biasa 1/2" - 1" 17,500.00 525.00 0.5000 Kg Lem Kayu 20,100.00 10,050.00 1.0000 Lbr Teakwood 120 x 240 tebal 4 mm 108,000.00 108,000.00





F.9 1M2 Membuat Jalusi mati Kosen Kayu Kelas I (Jati)Material

0.0600 m3 Kayu Kelas I (Jati), papan 16,844,000.00 1,010,640.00 0.1500 Kg Paku Biasa 1/2" - 1" 17,500.00 2,625.00





F.10 1M2 Membuat Jalusi mati Kosen Kayu BengkiraiMaterial

0.0600 m3 Kayu Bengkirai, papan 11,250,000.00 675,000.00


0.1500 Kg Paku Biasa 1/2" - 1" 17,500.00 2,625.00 Jumlah Bahan 677,625.00

Upah 0.5000 OH Pekerja 36,000.00 18,000.00 2.0000 OH Tukang Kayu 51,000.00 102,000.00 0.2000 OH Kepala Tukang 54,000.00 10,800.00 0.0250 OH Mandor 48,000.00 1,200.00



F.11 1M2 Membuat Pintu Teakwood Rangkap Rangka Kayu Kelas I (jati) Material

0.0250 m3 Kayu Kelas I (Jati), papan 16,844,000.00 421,100.00 0.0300 Kg Paku Biasa 1/2" - 1" 17,500.00 525.00 0.3000 Kg Lem Kayu 20,100.00 6,030.00 1.0000 Lbr Teakwood 120 x 240 tebal 4 mm 108,000.00 108,000.00






F.12 1M2 Membuat Pintu Teakwood Rangkap Lapis Formika Rangka ekspose Kayu Bengkirai

Material 0.0250 m3 Kayu Bengkirai, papan 11,250,000.00 281,250.00 0.0300 Kg Paku Biasa 1/2" - 1" 17,500.00 525.00 0.0800 Kg Lem Kayu 20,100.00 1,608.00 1.0000 Lbr Teakwood 120 x 240 tebal 4 mm 108,000.00 108,000.00 0.5000 Lbr Formika uk. Pintu 278,000.00 139,000.00





F.13 1 M2 DAUN PINTU TRIPLEK DOUBLE UKURAN PINTU LAPIS ALUMINIUM ( KM/WC )Material

0.0150 m3 Rangka kayu bengkirai (ram pintu) 11,250,000.00 168,750.00 1.0000 lbr Triplek 4 mm 80,000.00 80,000.00 1.2000 m2 Aluminium sheet 0,3 mm 144,000.00 172,800.00 0.2000 kg Paku triplek 18,500.00 3,700.00 0.5000 kg Lem putih ( FOX ) 20,100.00 10,050.00


0.3000 org Pekerja 36,000.00 10,800.00 1.3000 org Tukang kayu 51,000.00 66,300.00 0.1300 org Kepala tukang kayu 54,000.00 7,020.00 0.0130 org Mandor 48,000.00 624.00



F.14 1 M2 DAUN PINTU TRIPLEK DOUBLE UKURAN PINTU LAPIS FORMIKA ( KM/WC )Material

0.0150 m3 Rangka kayu bengkirai (ram pintu) 11,250,000.00 168,750.00 1.0000 lbr Triplek 4 mm ukuran pintu 80,000.00 80,000.00 0.5000 lbr Formika 278,000.00 139,000.00 0.2000 kg Paku triplek 18,500.00 3,700.00 0.5000 kg Lem putih ( FOX ) 20,100.00 10,050.00 0.2000 kg Lem kuning ( aica aibon ) 58,400.00 11,680.00


0.5000 org Pekerja 36,000.00 18,000.00 1.3000 org Tukang kayu 51,000.00 66,300.00 0.1300 org Kepala tukang kayu 54,000.00 7,020.00 0.0130 org Mandor 48,000.00 624.00



F.15 1M3 Memasang Konstruksi Kuda-kuda Konvensional Kayu Bengkirai Bentang 6 M

Material 1.1000 m3 Kayu Bengkirai, balok 11,250,000.00 12,375,000.00 15.0000 Kg Besi Strip 17,800.00 267,000.00 0.8000 Kg Paku Biasa 2" - 5" 17,500.00 14,000.00





F.16 1M3 Memasang Konstruksi Kuda-kuda Ekspose Kayu JatiMaterial

1.1000 m3 Kayu Jati, balok 16,844,000.00 18,528,400.00 15.0000 Kg Besi Strip 17,800.00 267,000.00 5.6000 Kg Paku Biasa 2" - 5" 17,500.00 98,000.00





F.17 1M3 Memasang Konstruksi Gording Kayu BengkiraiMaterial

1.1000 m3 Kayu Bengkirai, balok 11,250,000.00 12,375,000.00 15.0000 Kg Besi Strip 17,800.00 267,000.00 3.0000 Kg Paku Biasa 2" - 5" 17,500.00 52,500.00


F.18 1M2 Pasang Pintu Plywood & Formika Rangka Kayu BengkiraiMaterial

0.0196 m3 Kayu Bengkirai, papan 11,250,000.00 220,500.00 0.0300 Kg Paku Biasa 1/2" - 1" 17,500.00 525.00 0.3000 Kg Lem Kayu 20,100.00 6,030.00 0.5000 Lbr Teakwood 120 x 240 tebal 4 mm 108,000.00 54,000.00 1.0000 Lbr Formika 278,000.00 278,000.00





F.19 1M2 Pasang Pintu Formika Double, Rangka Kayu Jati Material

0.0196 m3 Kayu Jati, papan 16,844,000.00 330,142.40 0.0300 Kg Paku Biasa 1/2" - 1" 17,500.00 525.00 1.2000 Kg Lem Kayu 20,100.00 24,120.00 1.0000 Lbr Teakwood 120 x 240 tebal 4 mm 108,000.00 108,000.00 1.0000 Lbr Formika 278,000.00 278,000.00





F.20 1M2 Memasang Rangka Atap Genteng Keramik, Kayu BengkiraiMaterial

0.0086 m3 Kayu Klas II (Bengkirai), Kaso-kaso (5x7) cm 11,250,000.00 96,750.00 0.0036 m3 Reng (2x3) cm 11,250,000.00 40,500.00 0.2500 Kg Paku Biasa 2" - 5" 17,500.00 4,375.00


0.1000 OH Pekerja 36,000.00 3,600.00 0.1000 OH Tukang Kayu 51,000.00 5,100.00 0.0100 OH Kepala Tukang 54,000.00 540.00 0.0050 OH Mandor 48,000.00 240.00



F.21 1M2 Memasang Rangka Atap Genteng Beton, Kayu BengkiraiMaterial

0.0086 m3 Kayu Bengkirai Kaso-kaso (5x7) cm 11,250,000.00 96,750.00 0.0043 m3 Reng (2x3) cm 11,250,000.00 48,375.00 0.2500 Kg Paku Biasa 2" - 5" 17,500.00 4,375.00





F.22 1M2 Pasang Rangka Atap Sirap Kayu BengkiraiMaterial

0.1650 m3 Kayu Bengkirai, balok 11,250,000.00 1,856,250.00 0.2000 Kg Paku Biasa 2" - 5" 17,500.00 3,500.00





F.23 1M' Pasang Listplank Uk. (3x20)cm Kayu BengkiraiMaterial

0.0072 m3 Kayu Bengkirai, papan 11,250,000.00 81,000.00 0.1000 Kg Paku Biasa 2" - 5" 17,500.00 1,750.00






F.24 1M' Pasang Listplank Uk. (3x30)cm Kayu BengkiraiMaterial

0.0110 m3 Kayu Bengkirai, papan 11,250,000.00 123,750.00 0.0500 Kg Paku Biasa 2" - 5" 17,500.00 875.00





F.25 1M' Pasang Listplank Uk. 2x(3x20)cm Kayu BengkiraiMaterial

0.0145 m3 Kayu Bengkirai, papan 11,250,000.00 163,125.00 0.1500 Kg Paku Biasa 2" - 5" 17,500.00 2,625.00






F.26 1M2 Pasang Rangka Dinding Pemisah Kayu BengkiraiMaterial

0.0280 m3 Kayu Bengkirai, balok 11,250,000.00 315,000.00 0.1500 Kg Paku Biasa 2" - 5" 17,500.00 2,625.00





F.27 1M2 Pas. Dinding Pemisah Teakwood Rangkap Rangka Kayu BengkiraiMaterial

0.0280 m3 Kayu Bengkirai, balok 11,250,000.00 315,000.00 0.1500 Kg Paku Biasa 2" - 5" 17,500.00 2,625.00 0.8600 Lbr Teakwood tebal 4mm 108,000.00 92,880.00 0.5600 Kg Lem kayu 20,100.00 11,256.00





F.28 1M2 Pasang Dinding Lambriziring dari Papan jati Material

0.0070 m3 Kayu Jati, balok 16,844,000.00 117,908.00 0.1000 Kg Paku Biasa 2" - 5" 17,500.00 1,750.00 0.1500 Kg Paku Sekrup 3,5" 25,100.00 3,765.00





F.29 1M2 Pasang Plywood tebal 4mm unt DindingMaterial

0.4000 Lbr Teakwood 10x240 tebal 4mm 108,000.00 43,200.00 0.5000 Kg Paku Biasa 1/4" - 1" 18,500.00 9,250.00


0.0250 OH Pekerja 36,000.00 900.00 0.0750 OH Tukang Kayu 51,000.00 3,825.00 0.0075 OH Kepala Tukang 54,000.00 405.00 0.0013 OH Mandor 48,000.00 62.40



F.30 1M2 Pasang Dinding Bilik, Rangka Kayu Klas III / IVMaterial

1.5000 m2 Bambu diameter 6-8 / 600 cm 18,800.00 28,200.00 0.0140 m3 Kayu Klas Meranti (balok/pesagen) 3,609,000.00 50,526.00 0.0500 Kg Paku Biasa 1/4" - 1" 18,500.00 925.00 0.0030 m' List Kayu profil 8,400.00 25.20





VII G PEKERJAAN PERKERASAN DAN BETON

G.1 1M3 Membuat Beton mutu f'c=7,4 Mpa (K100), slum (12±2)cm, w/c = 0,87Material

247.0000 Kg Portland Semen 1,750.00 432,250.00 0.6207 m3 Pasir Beton (Cepu) 250,000.00 155,178.57 0.7400 m3 Batu pecah 1/2 274,000.00 202,760.00




G.4 1M3 Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87Material






G.5 1M3 Membuat Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66Material






G.6 1M3 Membuat Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm,w/c = 0,61Material

352.0000 Kg Portland Semen 1,750.00 616,000.00 0.5221 m3 Pasir Beton (Muntilan) 355,000.00 185,345.50 0.7637 m3 Batu pecah 1/2 274,000.00 209,253.80

















G.9 1M3 Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53Material













G.13 1KG Pembesian dg Besi PolosMaterial

1.0500 Kg Besi Beton (polos) 12,200.00 12,810.00 0.0150 Kg Kawat Beton 20,000.00 300.00


0.0070 OH Pekerja 36,000.00 252.00 0.0070 OH Tukang Besi 51,000.00 357.00 0.0007 OH Kepala Tukang 54,000.00 37.80 0.0004 OH Mandor 48,000.00 19.20

Jumlah Upah 666.00

a = Jumlah Bahan + Upah + Alat 13,776.00

G.13a 110 KG Besi Beton Terpasang (polos) a x 110 1,515,360.00

G.13b 125 KG Besi Beton Terpasang (polos) a x 125 1,722,000.00

G.14 1KG Kabel Presstresed Polos/strandMaterial

1.0500 Kg Besi presstred polos 20,400.00 21,420.00 0.0100 Kg Kawat Beton 20,000.00 200.00


0.0050 OH Pekerja 36,000.00 180.00 0.0050 OH Tukang Besi 51,000.00 255.00 0.0005 OH Kepala Tukang 54,000.00 27.00 0.0003 OH Mandor 48,000.00 14.40

Jumlah Upah 476.40


G.15 1M2 Pasang Bekisting untuk Pondasi Material

0.0400 m3 Kayu Perancah 2,269,000.00 90,760.00 0.3000 Kg Paku Biasa 1" - 4" 17,500.00 5,250.00 0.1000 Ltr Minyak Bekisting 24,200.00 2,420.00





G.15a 1M2 Pasang Bekisting untuk Sloof, Ringbalk, Kolom, Balok Lantai dengan PapanMaterial

0.3996 m3 Kayu Perancah 2,269,000.00 906,692.40 0.4000 Kg Paku Biasa 1" - 4" 17,500.00 7,000.00




Jumlah Bahan + Upah + Alat 953,172.00 G.16 1M2 Pasang Bekisting untuk Sloof

Material 0.0450 m3 Kayu Perancah 2,269,000.00 102,105.00 0.3000 Kg Paku Biasa 1" - 4" 17,500.00 5,250.00 0.1000 Ltr Minyak Bekisting 24,200.00 2,420.00






G.17 1M2 Pasang Bekisting untuk KolomMaterial

0.0400 m3 Kayu Perancah 2,269,000.00 90,760.00 0.4000 Kg Paku Biasa 1" - 4" 17,500.00 7,000.00 0.2000 Ltr Minyak Bekisting 24,200.00 4,840.00 0.0150 m3 Kayu meranti (balok/pesagen) 3,609,000.00 54,135.00 0.3500 Lbr Multipleks 120 x240 tb. 9 mm 148,700.00 52,045.00 2.0000 Btg Dolken sengon diameter 8 - 10 cm / 4 m 39,000.00 78,000.00





G.18 1M2 Pasang Bekisting untuk BalokMaterial







G.19 1M2 Pasang Bekisting untuk LantaiMaterial






G.20 1M2 Pasang Bekisting untuk DindingMaterial





4.0000 lot Alat bantu (set @ 3 alat ) 15,100.00 60,400.00 Jumlah Alat 60,400.00


G.21 1M2 Pasang Bekisting untuk TanggaMaterial






G.22 1 M2 Pasang Bekisting Jembatan CorMaterial

0.0264 m3 Kayu Perancah 2,269,000.00 59,901.60 0.6000 Kg Paku Biasa 1" - 4" 17,500.00 10,500.00 0.5000 Btg Dolken sengon diameter 8 - 10 cm / 4 m 39,000.00 19,500.00





G.23 1 M2 BEKESTING DENGAN PAPANMaterial

0.0170 m3 Kaso lanan 5/7 (2x pakai) 50 % 3,609,000.00 61,353.00 0.0240 m3 Kayu Perancah 2,269,000.00 54,456.00 0.4000 kg Paku Biasa 1" - 4" 17,500.00 7,000.00


0.3000 org Pekerja 36,000.00 10,800.00 0.1500 org Tukang kayu 51,000.00 7,650.00 0.1500 org Kepala tukang kayu 54,000.00 8,100.00 0.0500 org Mandor 48,000.00 2,400.00



G.24 1 M2 BEKESTING DENGAN MULTIPLEX 9 MMMaterial

0.0170 m3 Kaso lanan 5/7 (2x pakai) 50 % 3,609,000.00 61,353.00 0.3470 lbr Multiplex 9 mm (2x pakai) 75 % 148,700.00 51,598.90 0.4000 kg Paku 17,500.00 7,000.00


0.1200 org Pekerja 36,000.00 4,320.00 0.1500 org Tukang kayu 51,000.00 7,650.00 0.1500 org Kepala tukang kayu 54,000.00 8,100.00 0.0500 org Mandor 48,000.00 2,400.00




G.25 1 M3 Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting)Material

0.2000 m3 Kayu Perancah 2,269,000.00 453,800.00 1.5000 Kg Paku Biasa 1" - 4" 17,500.00 26,250.00 0.4000 Ltr Minyak Bekisting 24,200.00 9,680.00 157.5000 Kg Besi Beton Polos 12,200.00 1,921,500.00 2.2500 Kg Kawat Beton 20,000.00 45,000.00 336.0000 Kg Portland Semen 1,550.00 520,800.00 0.5400 m3 Pasir Beton (Cepu) 250,000.00 135,000.00 0.8100 m3 Batu pecah 1/2 274,000.00 221,940.00


5.3000 OH Pekerja 36,000.00 190,800.00 0.2750 OH Tukang batu 51,000.00 14,025.00 1.3000 OH Tukang Kayu 51,000.00 66,300.00 1.0500 OH Tukang Besi 51,000.00 53,550.00 0.2620 OH Kepala Tukang 54,000.00 14,148.00 0.2650 OH Mandor 48,000.00 12,720.00




G.26 1 M3 Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting)Material

0.2700 m3 Kayu Perancah 2,269,000.00 612,630.00 2.0000 Kg Paku Biasa 1" - 4" 17,500.00 35,000.00 0.6000 Ltr Minyak Bekisting 24,200.00 14,520.00 210.0000 Kg Besi Beton Polos 12,200.00 2,562,000.00 3.0000 Kg Kawat Beton 20,000.00 60,000.00 336.0000 Kg Portland Semen 1,550.00 520,800.00 0.5400 m3 Pasir Beton (Cepu) 250,000.00 135,000.00 0.8100 m3 Batu pecah 1/2 274,000.00 221,940.00





G.27 1 M3 Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting)Material

0.4000 m3 Kayu Perancah 2,269,000.00 907,600.00 4.0000 Kg Paku Biasa 1" - 4" 17,500.00 70,000.00 2.0000 Ltr Minyak Bekisting 24,200.00 48,400.00 315.0000 Kg Besi Beton Polos 12,200.00 3,843,000.00 4.5000 Kg Kawat Beton 20,000.00 90,000.00 336.0000 Kg Portland Semen 1,550.00 520,800.00 0.5400 m3 Pasir Beton (Cepu) 250,000.00 135,000.00 0.8100 m3 Batu pecah 1/2 274,000.00 221,940.00 0.1500 m3 Kayu Meranti (balok/pesagen) 3,609,000.00 541,350.00 3.5000 Lbr Multipleks 120 x 240 tb. 9 mm 148,700.00 520,450.00 20.0000 Btg Dolken sengon diameter 8 / 4mm 39,000.00 780,000.00





G.28 1 M3 Membuat Balok Beton Bertulang (200 kg Besi + Bekisting)Material






G.29 1 M3 Membuat Balok Beton Bertulang (150 kg Besi + Bekisting)Material

0.3200 m3 Kayu Perancah 2,269,000.00 726,080.00 3.2000 Kg Paku Biasa 1" - 4" 17,500.00 56,000.00 1.6000 Ltr Minyak Bekisting 24,200.00 38,720.00 157.5000 Kg Besi Beton Polos 12,200.00 1,921,500.00 2.2500 Kg Kawat Beton 20,000.00 45,000.00 336.0000 Kg Portland Semen 1,550.00 520,800.00 0.5400 m3 Pasir Beton (Cepu) 250,000.00 135,000.00 0.8100 m3 Batu pecah 1/2 274,000.00 221,940.00 0.1200 m3 Kayu Meranti (balok/pesagen) 3,609,000.00 433,080.00 2.8000 Lbr Multipleks 120 x 240 tb. 9 mm 148,700.00 416,360.00 32.0000 Btg Dolken sengon diameter 8 / 4mm 39,000.00 1,248,000.00



G.30 1 M3 Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting)Material






G.31 1 M3 Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting)Material






G.32 1 M' Membuat Kolom Penguat Beton Bertulang (11 x 11) cmMaterial

0.0020 m3 Kayu Perancah 2,269,000.00 4,538.00 0.0100 Kg Paku Biasa 1" - 4" 17,500.00 175.00 3.0000 Kg Besi Beton Polos 12,200.00 36,600.00 0.4500 Kg Kawat Beton 20,000.00 9,000.00 4.0000 Kg Portland Semen 1,550.00 6,200.00 0.0060 Kg Pasir Beton (Cepu) 250,000.00 1,500.00 0.0090 m3 Batu pecah 1/2 274,000.00 2,466.00


0.1800 OH Pekerja 36,000.00 6,480.00 0.0200 OH Tukang batu 51,000.00 1,020.00 0.0200 OH Tukang Kayu 51,000.00 1,020.00 0.0200 OH Tukang Besi 51,000.00 1,020.00 0.0060 OH Kepala Tukang 54,000.00 324.00 0.0090 OH Mandor 48,000.00 432.00



G.33 1 M' Membuat Ring Balok Beton Bertulang (10 x 15) cmMaterial

0.0030 m3 Kayu Perancah 2,269,000.00 6,807.00 0.0200 Kg Paku Biasa 1" - 4" 17,500.00 350.00 3.6000 Kg Besi Beton Polos 12,200.00 43,920.00 0.0500 Kg Kawat Beton 20,000.00 1,000.00 5.5000 Kg Portland Semen 1,550.00 8,525.00 0.0090 Kg Pasir Beton (Cepu) 250,000.00 2,250.00 0.0150 m3 Batu pecah 1/2 274,000.00 4,110.00


0.2970 OH Pekerja 36,000.00 10,692.00 0.0330 OH Tukang batu 51,000.00 1,683.00 0.0330 OH Tukang Kayu 51,000.00 1,683.00 0.0330 OH Tukang Besi 51,000.00 1,683.00


0.0100 OH Kepala Tukang 54,000.00 540.00 0.0050 OH Mandor 48,000.00 240.00



G.34 1 M3 PAS. BETON K-175 READY MIX 6 M3 BERIKUT SLANGMaterial

1.0000 m3 Adukan K-175 Ready Mix 975,000.00 975,000.00 Jumlah Bahan 975,000.00

Upah 2.5000 org Pekerja 36,000.00 90,000.00 0.2500 org Tukang batu 51,000.00 12,750.00 0.1000 org Kepala tukang batu 54,000.00 5,400.00 0.0100 org Mandor 48,000.00 480.00


0.0450 lot Alat bantu (Slang + Tes Lab.) 15,100.00 679.50 Jumlah Alat 679.50




1.0000 m3 Adukan K-225 Ready Mix 1,037,500.00 1,037,500.00 Jumlah Bahan 1,037,500.00






1.0000 m3 Adukan K-300 Ready Mix 1,125,000.00 1,125,000.00 Jumlah Bahan 1,125,000.00





G.37 1 KG PEK. ERECTION KONST. KUDA-KUDA BESI Material

0.0002 ls Sewa alat (Crane) 700,000.00 140.00 0.0100 lt Solar (minyak diesel) 4,500.00 45.00 0.0010 lt Olie (Minyak Pelumas) 22,000.00 22.00

Jumlah Bahan 207.00

0.0010 org Pekerja 36,000.00 36.00 0.0010 org Tukang besi profil 51,000.00 51.00 0.0002 org Kepala tukang besi profil 51,000.00 10.20 0.0001 org Mandor 48,000.00 4.80 0.0002 org Operator terlatih 51,000.00 10.20 0.0200 org Pembantu operator 42,000.00 840.00

Jumlah Upah 952.20 Alat



G.38 1 KG PEKERJAAN BAJA IWFMaterial

1.1000 kg Besi IWF 21,300.00 23,430.00 0.1250 lot Peralatan (oksigen,solar,elpiji,kawat las) 150,000.00 18,750.00


0.0600 org Pekerja 36,000.00 2,160.00 0.0300 org Tukang besi profil 51,000.00 1,530.00 0.0150 org Kepala tukang besi 54,000.00 810.00 0.0075 org Mandor 48,000.00 360.00



G.39 1 KG PEKERJAAN KONSTUKSI BESI SIKU / PROFILMaterial

1.1000 kg Besi profil/besi siku 20,400.00 22,440.00 0.1250 lot Peralatan (oksigen,solar,elpiji,kawat las) 165,000.00 20,625.00


0.0600 org Pekerja 36,000.00 2,160.00 0.0300 org Tukang besi profil 51,000.00 1,530.00 0.0150 org Kepala tukang besi profil 54,000.00 810.00 0.0075 org Mandor 48,000.00 360.00



G.40 1 CM PEK. PENGELASAN DENGAN LAS LISTRIK TEBAL KAWAT 4 MMAlat + BBM 0.0400 kg Kawat las listrik 36,300.00 1,452.00 0.0300 lt Solar (minyak diesel) 4,500.00 135.00 0.0040 lt Olie (Minyak Pelumas) 22,000.00 88.00 0.2500 ls Sewa Alat 100,000.00 25,000.00


0.0100 org Pekerja 36,000.00 360.00


0.0050 org Tukang besi profil 51,000.00 255.00 0.0050 org Kepala tukang besi profil 54,000.00 270.00 0.0025 org Mandor 48,000.00 120.00



G.41 1 TITIK MELUBANG KONSTRUKSI BESI DENGAN BORMaterial

0.0500 org Pekerja 36,000.00 1,800.00 0.0200 org Tukang besi profil 51,000.00 1,020.00 0.0030 org Kepala tukang besi profil 54,000.00 162.00 0.0010 org Mandor 48,000.00 48.00


0.2500 lot Sewa Alat 100,000.00 25,000.00 Jumlah Alat 25,000.00


G.42 1 M2 PEKERJAAN WIREMESH M8Material

1.0100 m2 Wiremesh M8 80,000.00 80,800.00 0.1000 kg Kawat las listrik 36,300.00 3,630.00


0.1000 org Pekerja 36,000.00 3,600.00 0.0750 org Tukang besi profil 51,000.00 3,825.00 0.0100 org Mandor 48,000.00 480.00



VIII H PEKERJAAN PENUTUP ATAP

H.1 1 M2 Pasang Atap Genteng Mantili KecilMaterial

25.0000 Buah Genteng mantili kecil 1,300.00 32,500.00 Jumlah Bahan 32,500.00

Upah 0.1500 OH Pekerja 36,000.00 5,400.00 0.0750 OH Tukang Kayu 51,000.00 3,825.00 0.0080 OH Kepala Tukang 54,000.00 432.00 0.0080 OH Mandor 48,000.00 384.00




H.2 1 M2 Pasang Atap Genteng Mantili BesarMaterial

20.0000 Buah Genteng Mantili Besar 1,500.00 30,000.00 Jumlah Bahan 30,000.00

Upah 0.1500 OH Pekerja 36,000.00 5,400.00 0.0600 OH Tukang Kayu 51,000.00 3,060.00 0.0060 OH Kepala Tukang 54,000.00 324.00 0.0080 OH Mandor 48,000.00 384.00



H.3 1 M' Pasang Genteng Bubung MantiliMaterial

5.0000 Buah Genteng Bubung Mantili 3,500.00 17,500.00 8.0000 Kg Portland Semen 1,550.00 12,400.00 0.0320 m3 Pasir Pasang 230,000.00 7,360.00





H.4 1 M2 Pasang Atap Asbes Gelombang (80 x 210 cm) x 5 mmMaterial

0.6000 Lbr Asbes Gelombang (80 x 120) cm 50,000.00 30,000.00 0.1200 Kg Paku Payung 28,600.00 3,432.00





H.5 1 M2 Pasang Atap Genteng BetonMaterial

11.0000 bh Genteng Beton Standrad 4,800.00 52,800.00 0.0300 Kg Paku Biasa 1" - 4" 17,500.00 525.00





H.6 1 M2 Pasang Atap SirapMaterial

60.0000 Lbr Genteng Sirap 6,900.00 414,000.00 0.2000 Kg Paku Biasa 1/4" - 1" 18,500.00 3,700.00





H.7 1 M' Pasang Bubungan BetonMaterial

3.5000 Buah Genteng Kerpus Beton 10,000.00 35,000.00 0.0500 Kg Paku Biasa 1" - 4" 17,500.00 875.00 10.8000 Kg Portland Semen 1,550.00 16,740.00 0.0320 m3 Pasir Pasang 230,000.00 7,360.00





H.8 1 M' Pasang Bubungan SirapMaterial

0.4000 Lbr Seng Talang BJLS 26 lebar 0.60 25,800.00 10,320.00 0.0600 Kg Paku Biasa 1/4" - 1" 18,500.00 1,110.00 0.5000 Kg Paku Biasa 1" - 4" 17,500.00 8,750.00


0.0040 m3 Kayu Bengkirai Papan Tebal 3 cm 11,250,000.00 45,000.00 Jumlah Bahan 65,180.00

Upah 0.1250 OH Pekerja 36,000.00 4,500.00 0.2500 OH Tukang Kayu 51,000.00 12,750.00 0.0250 OH Kepala Tukang 54,000.00 1,350.00 0.0060 OH Mandor 48,000.00 288.00



H.9 1 M2 Pasang Atap Seng Gelombang BJLS 28Material

0.7000 Lbr Seng gelombang BJLS 0.28 panjang 180 cm 60,000.00 42,000.00 0.0200 Kg Paku Biasa 1/4" - 1" 18,500.00 370.00






H.10 1 M' Pasang Bubungan SengMaterial

0.3000 Lbr Seng gelombang BJLS 0.30 panjang 180 cm 60,300.00 18,090.00 0.0400 Kg Paku Biasa 1/4" - 1" 18,500.00 740.00





IX I PEKERJAAN LANGIT - LANGIT

I.1 1 M2 Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5 mm & 6 mmMaterial

1.1000 Lbr Plat Asbes 100 x 100 cm tebal 5 mm 21,000.00 23,100.00 0.0100 Kg Paku Biasa 1/4" - 1" 18,500.00 185.00





I.2 1 M2 Memasang Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm, 4 mm & 6 mm

Material 0.3750 Lbr Tripleks 120 x 240 tb. 4 mm 80,000.00 30,000.00 0.0300 Kg Paku Biasa 1/4" - 1" 18,500.00 555.00





I.3 1 M2 Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mmMaterial

0.0150 m3 Kayu Jati,Papan 16,844,000.00 252,660.00 0.0100 Kg Paku Biasa 1/4" - 1" 18,500.00 185.00





I.4 1 M2 Langit-langit Gypsum Board, tebal 9 mmMaterial

0.3640 Lbr Gypsum 9 mm 66,000.00 24,024.00 0.1100 Kg Paku Sekrup 25,100.00 2,761.00





I.5 1 M' List Langit-Langit Kayu ProfilMaterial

1.0500 m1 List Kayu Profil 8,400.00 8,820.00 0.0100 Kg Paku Biasa 1/4" - 1" 18,500.00 185.00





I.6 1M2 Pasang Rangka Langit-langit (1,00x1,00) m, kayu BengkiraiMaterial







I.6a 1M2 Pasang Rangka Langit-langit (1,00x1,00) m, kayu KruingMaterial

0.0084 m3 Kayu Kruing, balok 8,000,000.00 67,200.00 0.2000 Kg Paku Biasa 1" - 4" 17,500.00 3,500.00





I.7 1M2 Pasang Rangka Langit-langit (60x60) cm, kayu BengkiraiMaterial






X J PEKERJAAN SANITASI, JALAN DAN SALURANJ.1 1 UNIT Memasang Closet Duduk Porselin

Material 1.0000 Buah Kloset Duduk 643,000.00 643,000.00


3.3000 OH Pekerja 36,000.00 118,800.00 1.1000 OH Tukang Batu 51,000.00 56,100.00 0.0010 OH Kepala Tukang 54,000.00 54.00 0.1600 OH Mandor 48,000.00 7,680.00




J.2 1 UNIT Memasang Closet Jongkok Material

1.0000 Buah Kloset Jongkok 136,000.00 136,000.00 6.0000 Kg Portland Semen 1,550.00 9,300.00 0.0100 m3 Pasir Pasang 230,000.00 2,300.00





J.3 1 UNIT Memasang WastafelMaterial

1.0000 Buah Wastafel 552,000.00 552,000.00 0.3000 - Perlengkapan 30% Harga Wastafel 552,000.00 165,600.00 6.0000 Kg Portland Semen 1,550.00 9,300.00 0.0100 m3 Pasir Pasang 230,000.00 2,300.00





J.4 1 M' Memasang Pipa Beton, Ø 15 cm - 20 cmMaterial

1.1000 Buah Pipa Beton 43,000.00 47,300.00 0.0270 m3 Batu Bata 500.00 13.50 0.6800 Kg Portland Semen 1,550.00 1,054.00 0.0560 m3 Pasir Pasang 230,000.00 12,880.00 0.0240 m3 Pasir Urug 68,000.00 1,632.00


0.1400 OH Pekerja 36,000.00 5,040.00 0.0700 OH Tukang Batu 51,000.00 3,570.00 0.0070 OH Kepala Tukang 54,000.00 378.00 0.0070 OH Mandor 48,000.00 336.00



J.5 1 M' Memasang Pipa Beton, Ø 30 cm - 100 cmMaterial

1.1000 Buah Pipa Beton 76,000.00 83,600.00 0.5500 m3 Batu Bata 500.00 275.00 10.3000 Kg Portland Semen 1,550.00 15,965.00 0.0610 m3 Pasir Pasang 230,000.00 14,030.00 0.0690 m3 Pasir Urug 68,000.00 4,692.00




Jumlah Bahan + Upah + Alat

J.6 1 M' Memasang Pipa PVC type AW Ø ½"Material

1.0100 m' Pipa PVC 6,400.00 6,464.00 0.3500 Perlengkapan 35% Harga Pipa 6,400.00 2,240.00


0.0360 OH Pekerja 36,000.00 1,296.00 0.0600 OH Tukang Ledeng 51,000.00 3,060.00 0.0060 OH Kepala Tukang 54,000.00 324.00 0.0018 OH Mandor 48,000.00 86.40



J.7 1 M' MEMASANG PIPA PVC type AW Ø 3/4"Material







J.8 1 M' MEMASANG PIPA type AW PVC Ø 1"Material



















J.11 1 M' Memasang Pipa PVC type AW Ø 2"Material












J.13 1 M' Memasang Pipa PVC type AW Ø 3"Material






J.14 1 M' Pasangan Pipa PVC 1"Material

0.0600 Galian Tanah (B.1) 16,320.00 979.20 0.0100 Urugan Tanah (B.9a) 11,280.00 112.80


0.0400 OH Tukang Ledeng 51,000.00 2,040.00 0.0600 OH Pekerja 36,000.00 2,160.00 0.0600 OH Mandor 48,000.00 2,880.00


0.0010 lot Alat Bantu 15,100.00 15.10 Jumlah Alat 15.10


J.15 1 M' Pasangan Pipa PVC 1 1/4"Material

0.1200 Galian Tanah (B.1) 16,320.00 1,958.40 0.0200 Urugan Tanah (B.9a) 11,280.00 225.60


0.1700 OH Tukang Pipa 51,000.00 8,670.00 0.0700 OH Pekerja 36,000.00 2,520.00 0.0100 OH Mandor 48,000.00 480.00




J.16 1 M' Pasangan Pipa PVC 1 1/2"Material

0.2000 Galian Tanah (B.1) 16,320.00 3,264.00

m³m³

m³m³

m³


0.1000 Urugan Tanah (B.9a) 11,280.00 1,128.00 Jumlah Bahan 4,392.00

Upah 0.0650 OH Tukang Pipa 51,000.00 3,315.00 0.1950 OH Pekerja 36,000.00 7,020.00 0.0090 OH Mandor 48,000.00 432.00




J.17 1 M' Pasangan Pipa PVC 2"Material

0.1200 Galian Tanah (B.1) 16,320.00 1,958.40 0.0300 Urugan Tanah (B.9a) 11,280.00 338.40


0.2000 OH Tukang Pipa 51,000.00 10,200.00 0.0900 OH Pekerja 36,000.00 3,240.00 0.0150 OH Mandor 48,000.00 720.00




J.18Material

0.4000 Galian Tanah (B.1) 16,320.00 6,528.00 0.1110 Urugan Pasir (B.9) 92,880.00 10,309.68 0.2800 Urugan Tanah (B.9a) 11,280.00 3,158.40

Jumlah Bahan 19,996.08 Alat


Upah 0.2550 OH Pekerja 36,000.00 9,180.00 0.0080 OH Kepala Tukang 54,000.00 432.00 0.0850 OH Tukang Ledeng 51,000.00 4,335.00 0.0120 OH Mandor 48,000.00 576.00



J.19Material

0.5600 Galian Tanah (B.1) 16,320.00 9,139.20 0.1370 Urugan Pasir (B.9) 92,880.00 12,724.56 0.3150 Urugan Tanah (B.9a) 11,280.00 3,553.20

Jumlah Bahan 25,416.96 Alat

0.0750 lot Alat Bantu 15,100.00 1,132.50 Jumlah Alat 1,132.50

Upah 0.4000 OH Pekerja 36,000.00 14,400.00 0.0300 OH Kepala Tukang 54,000.00 1,620.00 0.1350 OH Tukang Ledeng 51,000.00 6,885.00 0.0200 OH Mandor 48,000.00 960.00



J.20 1 M2 PASANG PAVING BLOK 6 CM K : 300Material

1.0100 m2 Paving blok 6 Holand cm K : 300 (ALDAS) 97,500.00 98,475.00 0.1000 m3 Pasir pasang 230,000.00 23,000.00


0.2000 Org Pekerja 36,000.00 7,200.00 0.3000 Org Tukang batu 51,000.00 15,300.00 0.0300 Org Kepala tukang batu 54,000.00 1,620.00 0.0250 Org Mandor 48,000.00 1,200.00


0.0500 lot Peralatan 15,100.00 755.00 Jumlah Alat 755.00


J.21 1 M2 PASANG PAVING BLOK 6 CM K : 175Material

1.0100 m2 Paving blok Holand 6 cm K : 175 (lokal) 62,500.00 63,125.00 0.1000 m3 Pasir pasang 230,000.00 23,000.00


0.2000 Org Pekerja 36,000.00 7,200.00

m³

m³m³

1 M' Pasangan Pipa PVC Ø 4"

m³m³m³

1 M' Pasangan Pipa PVC Ø 6"

m³m³m³


0.3000 Org Tukang batu 51,000.00 15,300.00 0.0300 Org Kepala tukang batu 54,000.00 1,620.00 0.0250 Org Mandor 48,000.00 1,200.00




J.22 1 M2 PASANG PAVING BLOK 8 CM K ; 300Material

1.0100 m2 Paving blok Holand 8 cm K : 300 (ALDAS) 133,000.00 134,330.00 0.1000 m3 Pasir pasang 230,000.00 23,000.00






J.23 1 M2 PASANG PAVING BLOK 8 CM K: 175Material

1.0100 m2 Paving blok Holand 8 cm K : 175 75,000.00 75,750.00 0.1000 m3 Pasir pasang 230,000.00 23,000.00






J.24 1 M2 PASANGAN PAVING BLOK WARNA 6 CM K: 175Material

1.0100 m2 Paving blok warna 6 cm K : 175 65,000.00 65,650.00 0.1000 m3 Pasir pasang 230,000.00 23,000.00







1.0100 m2 Paving blok warna 6 cm K : 250(NUSA JAYA) 96,875.00 97,843.75 0.1000 m3 Pasir pasang 230,000.00 23,000.00








1.0100 m2 Paving blok warna 8 cm K : 175 77,500.00 78,275.00 0.1000 m3 Pasir pasang 230,000.00 23,000.00






J.27 1 M2 LAPISAN PENGISI / PENUTUP DENGAN ASPAL PANAS TEBAL 3 CMMaterial

0.0300 m3 Batu pecah mesin 2/3 272,000.00 8,160.00 0.0140 m3 Batu pecah mesin 1/2 274,000.00 3,836.00 0.0050 m3 Batu pecah mesin 0.5/1 287,000.00 1,435.00 3.0000 kg Aspal Bitumen 12,000.00 36,000.00 0.0050 m3 Kayu bakar 107,000.00 535.00




0.0025 hr Sewa walls 150,000.00 375.00 0.0180 lot Peralatan 15,100.00 271.80

Jumlah Alat 646.80


J.28 MENGGILAS JALAN 1 HARI DIPERLUKAN Upah

1.0000 org Operator terlatih 51,000.00 51,000.00 1.0000 org Pembantu Operator 42,000.00 42,000.00 1.0000 org Penjaga 36,000.00 36,000.00 6.0000 org Pekerja 36,000.00 216,000.00


20.0000 ltr Solar 4,500.00 90,000.00 0.5000 ltr Oli Sae 40 22,000.00 11,000.00 0.5000 ltr Oli Sae 50 22,000.00 11,000.00 0.5000 ltr Oli Sae 140 22,000.00 11,000.00 0.2500 ltr Stenveet 22,100.00 5,525.00

hari Pemeliharaan Alat 50,000.00 Jumlah Alat 178,525.00


1 Bulan dihitung 25 hari menggilas

a = 25.0000 hari 13,088,125.00

J.28a MENGGILAS 1 M2 LAPIS KULIT PENAHAN a x 2 / 7.500 3,490.00

J.28b MENGGILAS 1 M2 LAPIS KULIT PERTEGARAN a x 1 / 7.500 1,745.00

J.28c MENGGILAS LAPIS AUS ( PENETRASI ) a x 2/25000 1,047.00

J.28d MENGGILAS RINGAN 1 M2 OPERPENTING a x 0,25/25000 130.00

J.29 100 M2 PENGASPALAN SHEET (LATASIR) TEBAL 1 CM JERENGMaterial

125.0000 kg Aspal bitumen 12,000.00 1,500,000.00 1.0000 m3 Abu batu 232,000.00 232,000.00 0.9000 m3 Kayu bakar 107,000.00 96,300.00


0.4000 org Mandor 48,000.00 19,200.00 8.3500 org Pekerja 36,000.00 300,600.00



J.30 1M2 ASPAL SAND SHEET TEBAL 2 CM JERENG ( 1 CM PADAT ) Material

0.0200 m 100 m2 Pengaspalan Sand sheet tebal 1 cm jereng 2,148,100.00 42,962.00 0.5000 x Aspal bitumen 12,000.00 6,000.00


1.0000 m2 Menggilas Lapis Aus (penetrasi) 1,047.00 1,047.00 0.0050 hr Sewa Walls 150,000.00 750.00



J.31 1M2 ASPAL SAND SHEET TEBAL 3 CM JERENG ( 2 CM PADAT ) Material


0.0300 m 100 m2 Pengaspalan Sand sheet tebal 1 cm jereng 2,148,100.00 64,443.00 0.5000 x Aspal bitumen 12,000.00 6,000.00


1.0000 m2 Menggilas Lapis Aus (penetrasi) 1,047.00 1,047.00 0.0050 hr Sewa Walls 150,000.00 750.00



J.32 1 M3 PASIR DIBAWAH ALAS JALAN TIAP 1 M3 LAPIS PASIRMaterial

1.2000 kg Pasir Urug (timbunan) 68,000.00 81,600.00 Jumlah Bahan 81,600.00

Upah 0.3750 m3 Pekerja 36,000.00 13,500.00 0.0180 org Mandor 48,000.00 864.00


0.1200 org Peralatan 15,100.00 1,812.00 Jumlah Alat 1,812.00


J.33 1 M2 PAS ONDERLAG BATU BELAH TEBAL 15 CMMaterial

0.0500 kg Pasir Urug (timbunan) 68,000.00 3,400.00 0.2000 m3 Batu Belah 125,000.00 25,000.00


0.3750 m3 Pekerja 36,000.00 13,500.00 0.0190 org Mandor 48,000.00 912.00


0.0040 hr Sewa walls 150,000.00 600.00 0.1200 org Peralatan 15,100.00 1,812.00

Jumlah Alat 2,412.00


J.34 1 M2 PAS BATU LAPIS ATAS TEBAL 6 CMMaterial

0.0200 kg Pasir Urug / Sirtu 68,000.00 1,360.00 0.0800 m3 Batu Pecah 4/6 5/7 152,000.00 12,160.00


0.0750 m3 Pekerja 36,000.00 2,700.00 0.0038 org Mandor 48,000.00 182.40


0.0040 hr Sewa walls 150,000.00 600.00 0.1200 org Peralatan 15,100.00 1,812.00

Jumlah Alat 2,412.00 4,824.00 Jumlah Bahan + Upah + Alat 18,814.40

J.35 1 BTG/4 M PENGADAAN DAN PEMASANGAN CERUCUKMaterial

1.0000 kg Kayu Dolken 39,000.00 39,000.00 Jumlah Bahan 39,000.00

Upah 0.0400 m3 Tukang Kayu 51,000.00 2,040.00 0.0040 m3 Kepala Tukang 54,000.00 216.00 0.2500 m3 Pekerja 36,000.00 9,000.00 0.0250 org Mandor 48,000.00 1,200.00


0.1000 org Alat Bantu 15,100.00 1,510.00 Jumlah Alat 1,510.00


J.36 1 UNIT BOX PRECAST 100 x 100 x 120 x 15 , TERPASANGMaterial

1.0000 kg BC 100.50.120.15 (Bottom) 3,240,000.00 3,240,000.00 1.0000 kg BC 100.50.120.15 (Top) 3,240,000.00 3,240,000.00 0.5000 kg Excavator (+ operator) 252,000.00 126,000.00


1.0000 m3 Tukang 51,000.00 51,000.00 3.0000 m3 Pekerja 36,000.00 108,000.00 0.3000 org Mandor 48,000.00 14,400.00










































Jumlah Bahan 39,510,000.00


Upah 1.5000 m3 Tukang 51,000.00 76,500.00 3.6000 m3 Pekerja 36,000.00 129,600.00 0.8000 org Mandor 48,000.00 38,400.00




J.43 1 UNIT RPC 500 x 2500, TERPASANGMaterial

1.0000 kg RPC 500 x 2500 117,500.00 117,500.00 0.4500 kg Excavator (+ operator) 252,000.00 113,400.00






J.44 1 UNIT RPC 800 x 2500, TERPASANGMaterial

1.0000 kg RPC 800 x 2500 117,500.00 117,500.00 0.4500 kg Excavator (+ operator) 252,000.00 113,400.00






XI K PEKERJAAN BESI & ALLUMUNIUMK.1 1 Kg Memasang Besi Profil

Material 1.1500 Kg Besi Profil 20,400.00 23,460.00 0.0600 Kg Meni Besi 24,700.00 1,482.00


0.0600 OH Pekerja 36,000.00 2,160.00 0.0600 OH Tukang Besi 51,000.00 3,060.00 0.0060 OH Kepala Tukang 54,000.00 324.00 0.0030 OH Mandor 48,000.00 144.00



K.2 1 Kg Memasang Rangka Kuda-kuda Baja IWFMaterial

1.1500 kg Besi Baja IWF 21,300.00 24,495.00 Jumlah Bahan 24,495.00

Upah 0.0600 OH Pekerja 36,000.00 2,160.00 0.0600 OH Tukang Besi 51,000.00 3,060.00 0.0060 OH Kepala Tukang 54,000.00 324.00 0.0030 OH Mandor 48,000.00 144.00



K.3 1 M' Memasang Talang Datar/Jurai , Seng BJLS 26 Lebar 90 cm Material

1.0500 Lbr Seng Plat BJLS 26 lebar 0.90 36,800.00 38,640.00 0.0150 Kg Paku Biasa 1/4" - 1 " 18,500.00 277.50 0.0190 m3 Kayu bengkirai (papan) 11,250,000.00 213,750.00






K.4 1 M' Memasang Talang U 15 cm, Seng Plaat BJLS 26 lebar 45 cmLebar 45 cm

Material 1.0500 Lbr Seng Plat BJLS 26 lebar 0.60 25,800.00 27,090.00 0.0100 Kg Paku Biasa 1/4" - 1" 18,500.00 185.00 0.5000 Kg Besi strip 17,800.00 8,900.00





XII L PEKERJAAN KUNCI dan KACAL.1 1 BUAH Pasang Kunci Tanam Biasa

Material 1.0000 Buah Kunci Tanam Biasa 73,500.00 73,500.00


0.0100 OH Pekerja 36,000.00 360.00 0.5000 OH Tukang Kayu 51,000.00 25,500.00 0.0100 OH Kepala Tukang 54,000.00 540.00 0.0050 OH Mandor 48,000.00 240.00



L.2 1 BUAH Pasang Kunci Tanam Kamar MandiMaterial

1.0000 Buah Kunci Tanam Kamar Mandi 73,500.00 73,500.00 Jumlah Bahan 73,500.00

Upah 0.0050 OH Pekerja 36,000.00 180.00 0.5000 OH Tukang Kayu 51,000.00 25,500.00 0.0050 OH Kepala Tukang 54,000.00 270.00 0.0025 OH Mandor 48,000.00 120.00



L.3 1 BUAH Pasang Engsel PintuMaterial

1.0000 Buah Engsel Pintu 8,000.00 8,000.00 Jumlah Bahan 8,000.00




L.4 1 BUAH Pasang Engsel Jendela Kupu-kupuMaterial

1.0000 Buah Engsel Jendela 8,000.00 8,000.00 Jumlah Bahan 8,000.00




L.5 1 BUAH Pasang Engsel AnginMaterial

1.0000 Buah Engsel Angin 6,500.00 6,500.00 Jumlah Bahan 6,500.00

Upah 0.0200 OH Pekerja 36,000.00 720.00 0.2000 OH Tukang Kayu 51,000.00 10,200.00 0.0200 OH Kepala Tukang 54,000.00 1,080.00 0.0100 OH Mandor 48,000.00 480.00



L.6 1 BUAH Pasang Kait AnginMaterial

1.0000 Buah Kait Angin 21,000.00 21,000.00 Jumlah Bahan 21,000.00

Upah 0.0150 OH Pekerja 36,000.00 540.00 0.1500 OH Tukang Kayu 51,000.00 7,650.00 0.0150 OH Kepala Tukang 54,000.00 810.00


0.0008 OH Mandor 48,000.00 38.40 Jumlah Upah 9,038.40


L.7 1 BUAH Pasang Kunci SelotMaterial

1.0000 Buah Kunci Selot 55,000.00 55,000.00 Jumlah Bahan 55,000.00




L.8 1 BUAH Pasang Kunci LemariMaterial

1.0000 Buah Kunci Lemari 16,500.00 16,500.00 Jumlah Bahan 16,500.00




L.9 1 M2 Pasang Kaca tebal 5 mmMaterial

1.1000 m2 Kaca rayband tebal 5mm 117,000.00 128,700.00 Jumlah Bahan 128,700.00





XIII M PEKERJAAN PENUTUP LANTAI dan DINDINGM.1 1 M2 Pasang lantai Ubin PC Abu-abu Uk. 20 x 20 cm

Material 1.0000 m2 Tegel polos 20x20 cm 26,000.00 26,000.00 10.4000 Kg Portland Semen 1,550.00 16,120.00 0.0135 m3 Pasir Pasang 230,000.00 3,105.00





M.2 1 M2 Pasang lantai Ubin Granito Uk. 40 x 40 cmMaterial

1.1200 m2 Ubin Granito 40x40 cm polished (lokal) 509,000.00 570,080.00 9.8000 Kg Portland Semen 1,550.00 15,190.00 0.0450 m3 Pasir Pasang 230,000.00 10,350.00 1.3000 Kg Semen Warna 2,350.00 3,055.00





M.3 1 M2 Pasang Lantai Keramik 30 x 30 cmMaterial

1.0800 m2 Ubin Keramik (kw I) 30 x 30 cm 50,000.00 54,000.00 10.0000 Kg Portland Semen 1,550.00 15,500.00 0.0450 m3 Pasir Pasang 230,000.00 10,350.00 1.5000 Kg Semen Warna 2,350.00 3,525.00





M.4 1 M2 Pasang Lantai Keramik 20 x 20 cmMaterial

1.0000 m2 Ubin Keramik 20 x 20 cm 53,000.00 53,000.00 10.4000 Kg Portland Semen 1,550.00 16,120.00 0.0450 m3 Pasir Pasang 230,000.00 10,350.00 1.6200 Kg Semen Warna 2,350.00 3,807.00





M.5 1M2 Memasang Lantai Marmer ukuran 1.00x1.00 mMaterial

1.0200 m2 Marmer Tulung agung 668,000.00 681,360.00 8.1900 Kg Portland Semen 1,550.00 12,694.50 0.0450 m3 Pasir Pasang 230,000.00 10,350.00 0.6500 Kg Semen Warna 2,350.00 1,527.50





M.6 1 M2 Pasang Dinding Keramik 10x20 cm,Material

1.0000 m2 Keramik 10x20 cm 48,000.00 48,000.00 9.3000 Kg Portland Semen 1,550.00 14,415.00 0.0180 m3 Pasir Pasang 230,000.00 4,140.00 2.7500 Kg Semen Warna 2,350.00 6,462.50


0.6000 OH Pekerja 36,000.00 21,600.00 0.4500 OH Tukang Batu 51,000.00 22,950.00


0.0450 OH Kepala Tukang 54,000.00 2,430.00 0.0300 OH Mandor 48,000.00 1,440.00



M.7 1 M2 Pasang Dinding Keramik 20x20 cm,Material

1.0000 m2 Keramik 20x20 cm 53,000.00 53,000.00 9.3000 Kg Portland Semen 1,550.00 14,415.00 0.0180 m3 Pasir Pasang 230,000.00 4,140.00 2.7500 Kg Semen Warna 2,350.00 6,462.50






M.8 1M2 Memasang Dinding Marmer ukuran 1.00x1.00 mMaterial

1.0200 Buah Marmer 668,000.00 681,360.00 2.0000 Kg Paku 1" - 4" cm 17,500.00 35,000.00 12.4400 Kg Portland Semen 1,550.00 19,282.00 0.0250 m3 Pasir Pasang 230,000.00 5,750.00 0.6500 Kg Semen Warna 2,350.00 1,527.50





M.9 1 M2 Pasang Dinding Batu Paros / Batu Tempel HitamMaterial

1.1000 m2 Batu Tempel 101,000.00 111,100.00 11.7500 Kg Portland Semen 1,550.00 18,212.50 0.0350 m3 Pasir Pasang 230,000.00 8,050.00





M.10 1 M2 DINDING GRANIT IMPORTMaterial

1.0200 m2 Granit import 266,000.00 271,320.00 0.2600 zak P C (50 kg) 77,500.00 20,150.00 0.0300 m3 Pasir pasang 230,000.00 6,900.00 1.0000 lot Campuran kedap air 64,100.00 64,100.00






M.11 1 M2 LANTAI GRANIT IMPORTMaterial

1.0200 m2 Granit import 266,000.00 271,320.00 0.2600 zak P C (50 kg) 77,500.00 20,150.00 0.0300 m3 Pasir pasang 230,000.00 6,900.00 1.0000 lot Campuran kedap air 64,100.00 64,100.00






M.12 1 M2 LANTAI GRANITO UKURAN 60 X 60 POLISHEDMaterial

1.0800 m2 Granito 60 x 60 polished lokal 507,000.00 547,560.00 0.2600 zak P C (50 kg) 77,500.00 20,150.00 0.0300 m3 Pasir pasang 230,000.00 6,900.00 0.7500 lot Campuran kedap air 64,100.00 48,075.00






M.13 1 M2 DINDING GRANITO UKURAN 60 X 60 POLISHED


Material 1.0800 m2 Granito 60 x 60 polished lokal 507,000.00 547,560.00 0.2600 zak P C (50 kg) 77,500.00 20,150.00 0.0300 m3 Pasir pasang 230,000.00 6,900.00 0.7500 lot Campuran kedap air 64,100.00 48,075.00






M.14 1 M2 LANTAI MARMER ITALYMaterial

1.0200 m2 marmer italy 1,519,000.00 1,549,380.00 0.2600 zak P C (50 kg) 77,500.00 20,150.00 0.0300 m3 Pasir pasang 230,000.00 6,900.00 1.0000 lot Campuran kedap air 64,100.00 64,100.00







M.15 1 M2 DINDING MARMER ITALYMaterial

1.0200 m2 marmer italy 1,519,000.00 1,549,380.00 0.2600 zak P C (50 kg) 77,500.00 20,150.00 0.0300 m3 Pasir pasang 230,000.00 6,900.00 1.0000 lot Campuran kedap air 64,100.00 64,100.00






XIV N PEKERJAAN PENGECATAN

N.1 1 M2 Mendempul dan Menggosok KayuMaterial

0.0800 Kg Dempul Jadi 22,400.00 1,792.00 0.0200 Kg Minyak Cat 17,700.00 354.00 0.1000 lbr Amplas 3,900.00 390.00


0.0400 OH Pekerja 36,000.00 1,440.00 0.0400 OH Tukang Cat 51,000.00 2,040.00 0.0040 OH Kepala Tukang 54,000.00 216.00 0.0025 OH Mandor 48,000.00 120.00



N.2 1 M2 Pengecatan Bidang LamaMaterial

0.1500 Kg Plamir 23,300.00 3,495.00 0.1700 Kg Cat Dasar 48,800.00 8,296.00 0.1700 Kg Cat Penutup 61,700.00 10,489.00





N.3 1 M2 Pengecatan Bidang Kayu Baru (1 lap.Plamir)1 lap.Cat Dasar & 2 lap.Cat Penutup

Material 0.2000 Kg Cat Meni 24,700.00 4,940.00 0.1500 Kg Plamir 23,300.00 3,495.00 0.1700 Kg Cat Dasar 48,800.00 8,296.00 0.2600 Kg Cat Penutup 2 kali 61,700.00 16,042.00


0.0700 OH Pekerja 36,000.00 2,520.00 0.0090 OH Tukang Cat 51,000.00 459.00 0.0060 OH Kepala Tukang 54,000.00 324.00 0.0025 OH Mandor 48,000.00 120.00



N.4 1 M2 Pengecatan Bidang Kayu Baru (1 lap.Plamir)1 lap.Cat Dasar & 3 lap.Cat Penutup

Material 0.2000 Kg Cat Meni 24,700.00 4,940.00 0.1500 Kg Plamir 23,300.00 3,495.00 0.1700 Kg Cat Dasar 48,800.00 8,296.00 0.3500 Kg Cat Penutup 2 kali 61,700.00 21,595.00





N.5 1 M2 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar

2 lap. Cat Penutup)

Material

0.1000 Kg Plamir 21,200.00 2,120.00


0.1000 Kg Cat Dasar 22,000.00 2,200.00

0.2600 Kg Cat Penutup 2 kali 28,300.00 7,358.00


Upah

0.0200 OH Pekerja 36,000.00 720.00

0.0630 OH Tukang Cat 51,000.00 3,213.00

0.0063 OH Kepala Tukang 54,000.00 340.20

0.0025 OH Mandor 48,000.00 120.00



N.6 1 M2 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup)

Material

0.1000 Kg Cat Dasar 22,000.00 2,200.00

0.1800 Kg Cat Penutup 2 kali 28,300.00 5,094.00


Upah

0.0280 OH Pekerja 36,000.00 1,008.00

0.0420 OH Tukang Cat 51,000.00 2,142.00

0.0042 OH Kepala Tukang 54,000.00 226.80

0.0025 OH Mandor 48,000.00 120.00




N.7 1 M2 Pengecatan Permukaan Baja dg Meni Besi

Material

0.1000 Kg Meni Besi 24,700.00 2,470.00

0.0100 Kg Lem kuning (aica aibon) 58,400.00 584.00


Upah

0.0200 OH Pekerja 36,000.00 720.00

0.2000 OH Tukang Cat 51,000.00 10,200.00

0.0020 OH Kepala Tukang 54,000.00 108.00

0.0100 OH Mandor 48,000.00 480.00



N.8 1 M2 Pengecatan Permukaan Baja dg Meni Besi & Perancah

Material

0.1000 Kg Meni Besi 24,700.00 2,470.00

0.0100 Kg Perekat / Lem 58,400.00 584.00

0.0020 m3 Perancah Kayu 2,269,000.00 4,538.00


Upah

0.2500 OH Pekerja 36,000.00 9,000.00

0.2250 OH Tukang Cat 51,000.00 11,475.00

0.0225 OH Kepala Tukang 54,000.00 1,215.00

0.0075 OH Mandor 48,000.00 360.00



N.9 1 M2 Pengecatan Permukaan Baja lapis Seng (Galvanis) secara

Manual sistem 3 lap. Cat Konvensional dg Tebal 200 μm

Bahan

0.1100 Kg Cat dasar 55,300.00 6,083.00

0.1700 Kg Cat Antara 55,300.00 9,401.00

0.0800 Kg Cat Penutup 59,400.00 4,752.00


Upah

0.5000 OH Pekerja 36,000.00 18,000.00

0.8000 OH Tukang Cat 51,000.00 40,800.00

0.3000 OH Kepala Tukang 54,000.00 16,200.00

0.2000 OH Mandor 48,000.00 9,600.00



N.10 1 M2 PLITURAN BANGUNAN ( BIASA )

Bahan

0.0300 kg Dempul plitur (dempul kasar) 22,400.00 672.00

0.2000 kg Wood Filler (INFRA) 38,000.00 7,600.00

0.0200 kg Oker putih 27,400.00 548.00

0.0100 kg Oker warna 27,700.00 277.00

0.2000 kg Batu apung (gosok) 20,200.00 4,040.00

0.0100 kg Sirlak 85,600.00 856.00

0.1000 bh kwas 3" 8,400.00 840.00

0.2000 ltr Spritus 13,100.00 2,620.00

0.1000 lbr Ampelas kayu 3,900.00 390.00


Upah

0.2500 org Pekerja 36,000.00 9,000.00

0.2850 org Tukang cat 51,000.00 14,535.00

0.0400 org Kepala tukang cat 54,000.00 2,160.00

0.0200 org Mandor 48,000.00 960.00



N.11 1 M2 PLITURAN MEUBELAIR

Bahan

0.0300 kg Dempul plitur (dempul kasar) 22,400.00 672.00

0.2000 kg Wood Filler (INFRA) 38,000.00 7,600.00

0.3500 kg Melamik 84,000.00 29,400.00

0.0200 kg Oker putih 27,400.00 548.00

0.0100 kg Oker warna 27,700.00 277.00

0.1000 kg Batu apung (gosok) 20,200.00 2,020.00

0.2000 kg Sirlak 85,600.00 17,120.00


0.0100 bh kwas 3" 8,400.00 84.00

0.2000 ltr Spritus 13,100.00 2,620.00

0.1000 lbr Ampelas kayu 3,900.00 390.00


Upah

0.2500 org Pekerja 36,000.00 9,000.00

0.2850 org Tukang cat 51,000.00 14,535.00

0.0400 org Kepala tukang cat 54,000.00 2,160.00

0.0200 org Mandor 48,000.00 960.00




KEPALA DINAS PEKERJAAN UMUMKABUPATEN REMBANG


Ir. MUJOKO, MT.NIP. 010 234 645 / 19620715 199011 1 002

DAFTAR ANALISE

STANDAR NASIONAL INDONESIA

DINAS PEKERJAAN UMUM KABUPATEN REMBANG

TAHUN 2013

analisa rab 2013

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