Analisis RAB SNI-T

DAFTAR HARGA SATUAN UPAH WILAYAH KOTA TASIKMALAYA

TAHUN ANGGARAN 20102008 2009

NO JENIS UPAH DAN BAHAN SATUANHARGA HARGA 2010

Rp. KENAIKAN 20%1 2 3 4 51 Pekerja Hari / 8 Jam 25,000 30,000.00 36,000.00 2 Pekerja Setengah Terampil Hari / 8 Jam 26,000 31,200.00 37,440.00 3 Pekerja Terampil Hari / 8 Jam 27,500 33,000.00 39,600.00 4 Tukang Gali Hari / 8 Jam 30,000 36,000.00 43,200.00 5 Tukang Batu Setengah Terampil Hari / 8 Jam 35,000 42,000.00 50,400.00 6 Tukang Batu Terampil Hari / 8 Jam 40,000 48,000.00 57,600.00 7 Kepala Tukang Batu Hari / 8 Jam 45,000 54,000.00 64,800.00 8 Tukang Kayu Setengah Terampil Hari / 8 Jam 36,000 43,200.00 51,840.00 9 Tukang Kayu Terampil Hari / 8 Jam 42,000 50,400.00 60,480.00

10 Kepala Tukang Kayu Hari / 8 Jam 45,000 54,000.00 64,800.00 11 Tukang Cat / Plitur Setengah Terampil Hari / 8 Jam 35,000 42,000.00 50,400.00 12 Tukang Cat / Plitur Terampil Hari / 8 Jam 40,000 48,000.00 57,600.00 13 Kepala Tukang Cat / Plitur Hari / 8 Jam 45,000 54,000.00 64,800.00 14 Tukang Besi Beton Setengah Terampil Hari / 8 Jam 35,000 42,000.00 50,400.00 15 Tukang Besi Beton Terampil Hari / 8 Jam 40,000 48,000.00 57,600.00 16 Kepala Tukang Besi Beton Hari / 8 Jam 45,000 54,000.00 64,800.00 17 Tukang Besi Profil Setengah Terampil Hari / 8 Jam 35,000 42,000.00 50,400.00 18 Tukang Besi Profil Terampil Hari / 8 Jam 40,000 48,000.00 57,600.00 19 Kepala Tukang Besi Profil Hari / 8 Jam 45,000 54,000.00 64,800.00 20 Mandor Hari / 8 Jam 40,000 48,000.00 57,600.00 21 Operator Alat Besar Hari / 8 Jam 45,000 54,000.00 64,800.00 22 Pembantu Operator / Mekanik Hari / 8 Jam 40,000 48,000.00 57,600.00 23 Supir Truk Hari / 8 Jam 45,000 54,000.00 64,800.00 24 Kenek Truk / Pembantu Supir Truk Hari / 8 Jam 37,500 45,000.00 54,000.00 25 Penjaga Malam Hari / 8 Jam 40,000 48,000.00 57,600.00

DAFTAR HARGA DASAR SATUAN BAHAN TANPA PPN

HARGA KENAIKAN 20%

WILAYAH KOTA TASIKMALAYA TAHUN ANGGARAN 2010

NO JENIS UPAH DAN BAHAN SATUANHARGA 2007 Harga 2009

Rp. Kenaikan 20%1 2 3 4 5

Agregat Kasar , Bahan Perekat & Bahan Jadinya1 Tanah Urug M3 20,250 24,300 29,160.00 2 Pasir Urug M3 25,000 57,000 68,400.00 3 Sirtu Tersaring Bergradasi M3 64,000 84,000 100,800.00 4 Pasir Kali M3 50,000 84,000 100,800.00 5 Pasir Gunung M3 35,000 84,000 100,800.00 6 Abu batu M3 56,000 108,000 129,600.00 7 Batu Gosok ( Apung ) Kg 7,000 8,400 10,080.00 8 Batu Belah M3 45,000 69,000 82,800.00 9 Batu Kali M3 47,500 69,000 82,800.00

10 Batu Pecah Tersaring Bergradasi M3 66,000 120,000 144,000.00 11 Batu Pecah 0,5 - 1 / Screen M3 68,000 132,000 158,400.00 12 Batu Pecah 1 - 2 (split) M3 79,000 150,000 180,000.00 13 Batu Pecah 2 - 3 (split) M3 67,000 140,000 168,000.00 14 Batu Pecah 3 - 5 (split) M3 61,000 132,000 158,400.00 15 Batu Pecah 5 - 7 (split) M3 50,000 90,000 108,000.00 16 Batu Pecah 10 -15 M3 47,500 78,000 93,600.00 17 Batu Koral Beton Kali M3 60,500 72,600 87,120.00 18 Batu Tempel Hitam M2 63,250 75,900 91,080.00 19 Batu Pinggir Beton 10 x 20 x 35 Bh 7,500 9,000 10,800.00 20 Batu Pinggir Beton 11 x 35 ( K.225 ) Bh 16,000 19,200 23,040.00 21 Batu Telor M3 14,300 17,160 20,592.00 22 Batako Kecil 8x10x20 Bh 550 660 792.00 23 Batako Besar 8x20x30 Bh 1,500 1,800 2,160.00 24 Con Blok 8 x 20 x 40 Bh 3,200 3,840 4,608.00 17 Bata Merah Bh 250 300 360.00 18 Paving Blok Natural 6 cm M2 13,500 16,200 19,440.00 19 Paving Blok Warna 6 cm M2 14,000 16,800 20,160.00 20 Paving Blok Natural 8 cm M2 17,000 20,400 24,480.00 21 Paving Blok Warna 8 cm M2 19,000 22,800 27,360.00 22 Kanstin Paving Blok M2 12,100 14,520 17,424.00 18 PC " Semen Portland " 50 Kg ZAK 31,350 34,200 41,040.00 19 PC " Semen Portland " Kg 627 690 827.64 20 PC " Semen Portland " Tong 106,590 117,249 140,698.80 21 PC. Semen Warna KG 2,500 2,750 3,300.00 22 Kanstin jalan Ukuran Besar ( Bina Marga ) 1 Bh = 0.60 M Bh 27,500 33,000 39,600.00 23 Redymix Beton K.300 , tanpa pompa ( Selang ) M3 355,300 426,360 511,632.00 24 Redymix Beton K.225 , tanpa pompa ( Selang ) M3 328,350 394,020 472,824.00 25 Redymix Beton K.175 , tanpa pompa ( Selang ) M3 299,750 359,700 431,640.00 26 Kapur pasang / Kapur Tembok M3 71,500 85,800 102,960.00 27 Biaya Kompa Redymix M3 19,250 23,100 27,720.00 28 Urugan Pilihan M3 30,000 36,000 43,200.00 29 Patok HM Bh 82,500 99,000 118,800.00 30 Bibit Pohon Bt 11,000 13,200 15,840.00

Bahan Pengikat Konstruksi Jalan

1 Aspal Bitumen Kg 2,750 3,025 3,630.00 2 Aspal Curah Kg 2,750 3,025 3,630.00 3 Aspal RC 70 ( Cilacap ) Kg 4,000 4,400 5,280.00 4 Aspal Minyak Kg 3,500 3,850 4,620.00 5 Aspal Congcrete ( AC )/ Laston Ton 325,000 357,500 429,000.00 6 HRS ( Hot Rolled Sheet )/ Lataston Ton 320,000 352,000 422,400.00 7 ATB ( Aspalt Treatment Base ) Ton 315,000 346,500 415,800.00

Bahan Logam dan Bahan Jadinya1 Besi Plat Kg 7,500 9,000 10,800.00 2 Plat Hitam Tebal 3 mm Kg 17,500 21,000 25,200.00 3 Besi Beton U.24 rata rata Kg 4,400 5,280 6,336.00 4 Besi Beton U.39 / U. 32 rata rata Kg 5,750 6,900 8,280.00 5 Pagar BRC Lengkap tiang ( Tanpa Pondasi ) M2 43,800 52,560 63,072.00 6 IWF Ex DN SII Kg 4,600 5,520 6,624.00 7 IWF Ex Japan Kg 4,850 5,820 6,984.00 8 Besi Profil DN SII Kg 4,000 4,800 5,760.00 9 Besi Profil Ex. Luar Negeri ( LN ) Kg 4,150 4,980 5,976.00

10 Besi CLip Chanel Kg 3,800 4,560 5,472.00 11 Ongkos Galfanis Besi Kg 8,625 10,350 12,420.00 12 Kawat Beton Kg 4,000 4,800 5,760.00 13 Kawat Duri M' 2,000 2,400 2,880.00 14 Kawat Pengikat M' 650 780 936.00 15 Kawat Boronjong Kg 6,500 7,800 9,360.00 16 Kawat Boronjong 4 MM Kg 9,500 11,400 13,680.00 17 Kawat Boronjong 3 MM Kg 8,500 10,200 12,240.00 18 Kawat Tembaga Kg 17,500 21,000 25,200.00 19 Seng Plat BJLS 30 di 60 cm ( 100M) Rool 935,000 1,122,000 1,346,400.00 20 Seng Plat BJLS 30 di 90 cm ( 100M) Rool 1,294,000 1,552,800 1,863,360.00 20 Seng Plat BJLS 30 " Lbr 35,000 42,000 50,400.00 21 Sikat Kawat Bh 5,000 6,000 7,200.00

HARGA 2008 Rp

1 2 3 4 522 Plat Besi Tipis 1 MM Kg 8,000 9,600 11,520.00 23 Plat Besi Tipis 0.50 MM Kg 8,000 9,600 11,520.00 24 Plat Besi Tipis 2 MM s.d 5 MM Kg 6,550 7,860 9,432.00 25 Plat Besi Tipis 6 MM s.d 10 MM Kg 6,500 7,800 9,360.00 26 Plat Besi Tipis 10 MM keatas Kg 6,500 7,800 9,360.00 22 Lem Kuning ( aibond ) Kg 11,500 13,800 16,560.00 23 Lem Pox Kg 9,000 10,800 12,960.00

Bahan Saluran Kotor / Bersih1 Grefel U.20 cm M' 15,000 18,000 21,600.00 2 Grefel U.30 cm M' 21,500 25,800 30,960.00 3 Grefel U.40 cm M' 24,750 29,700 35,640.00 4 Buis Beton Ø 20 Cm ( 1m') M' 25,250 30,300 36,360.00 5 Buis Beton Ø 30 Cm ( 1m') M' 34,650 41,580 49,896.00 6 Buis Beton Ø 40 Cm ( 1m') M' 42,900 51,480 61,776.00 7 Buis Beton Ø 50 Cm ( 1m') Stk 53,900 64,680 77,616.00 8 Buis Beton Ø 60 Cm ( 1m') Stk 63,900 76,680 92,016.00 9 Buis Beton Ø 80 Cm ( 1m') Stk 76,750 92,100 110,520.00

10 Buis Beton Ø 100 Cm ( 1m') Stk 92,500 111,000 133,200.00 11 Buis Tanah Ø 10 Cm ( 0.5 M') Stk 3,750 4,500 5,400.00 12 Buis Tanah Ø 15 Cm ( 0.5 M') Stk 5,750 6,900 8,280.00 13 Buis Tanah Ø 20 Cm ( 0.5 M') Stk 6,750 8,100 9,720.00 14 Buis Tanah Ø 25 Cm ( 0.5 M') Stk 9,625 11,550 13,860.00 15 Injuk kg 2,475 2,970 3,564.00

Pipa Polyvinyl Chlorid ( PVC )1 Pipa Galvanis Q 3" Lente 165,000 198,000 237,600.00 2 Pipa Galvanis Q 2,5" Lente 120,000 144,000 172,800.00 3 Pipa Galvanis Q 2" Lente 80,000 96,000 115,200.00 4 Pipa Galvanis Q 1" Lente 41,000 49,200 59,040.00 5 Pipa Galvanis Q 1/2" Lente 26,000 31,200 37,440.00 6 Pipa Galvanis Q 3/4" Lente 34,000 40,800 48,960.00 7 Pipa Galvanis Q 1 1/2" Lente 60,000 72,000 86,400.00 8 Pipa Galvanis Q 1 1/4" Lente 51,000 61,200 73,440.00 9 Paralon Q 1/2" Lente 4,500 5,400 6,480.00

10 Paralon Q 3/4" Lente 5,500 6,600 7,920.00 11 Paralon Q 1" Lente 6,500 7,800 9,360.00 12 Paralon Q 2" Lente 9,000 10,800 12,960.00 13 Talang 4 M' Lente 16,500 19,800 23,760.00 14 Gantungan Plat BH 5,000 6,000 7,200.00 15 Gantungan Plastik BH 1,000 1,200 1,440.00 16 Pipa PVC Diameter 20 MM Bt 10,750 12,900 15,480.00 17 Pipa PVC Diameter 25 MM Bt 16,250 19,500 23,400.00 18 Pipa PVC Diameter 32 MM Bt 26,800 32,160 38,592.00 19 Pipa PVC Diameter 40 MM Bt 39,000 46,800 56,160.00 20 Pipa PVC Diameter 50 MM Bt 70,125 84,150 100,980.00 21 Pipa PVC Diameter 63 MM Bt 82,250 98,700 118,440.00 22 Pipa PVC Diameter 75 MM Bt 131,250 157,500 189,000.00 23 Pipa PVC Diameter 90 MM Bt 170,500 204,600 245,520.00 24 Pipa PVC Diameter 110 MM Bt 225,500 270,600 324,720.00 25 Pipa PVC Diameter 140 MM Bt 453,750 544,500 653,400.00 26 Pipa PVC Diameter 160 MM Bt 487,500 585,000 702,000.00 27 Pipa PVC Diameter 200 MM Bt 841,500 1,009,800 1,211,760.00 28 Pipa PVC Diameter 225 MM Bt 1,144,000 1,372,800 1,647,360.00 29 Pipa PVC Diameter 250 MM Bt 1,295,250 1,554,300 1,865,160.00 30 Pipa PVC Diameter 315 MM Bt 2,024,000 2,428,800 2,914,560.00 31 Pipa PVC Diameter 355 MM Bt 2,942,500 3,531,000 4,237,200.00 32 Pipa PVC Diameter 400 MM Bt 3,465,000 4,158,000 4,989,600.00 33 Pipa PVC Diameter 500 MM Bt 6,105,000 7,326,000 8,791,200.00 34 Pipa PVC Diameter 630 MM Bt 9,735,000 11,682,000 14,018,400.00 35 Ground Resevoir 50 M3 Unit 10,593,000 12,711,600 15,253,920.00 36 Ground Resevoir 100 M3 Unit 202,950,000 243,540,000 292,248,000.00 37 Ground Resevoir 200 M3 Unit 401,500,000 481,800,000 578,160,000.00 38 Ground Resevoir 300 M3 Unit 550,000,000 660,000,000 792,000,000.00 39 Ground Resevoir 500 M3 Unit 748,000,000 897,600,000 ###40 Ground Resevoir 1000 M3 Unit 1,347,500,000 1,617,000,000 ###41 Grevel Buis Beton 1/2 Q 20 cm BH 13,000 15,600 18,720.00 42 Grevel Buis Beton 1/2 Q 30 cm BH 15,000 18,000 21,600.00 43 Gorong - Gorong Buis Beton Q 15 cm BH 12,500 15,000 18,000.00 44 Gorong - Gorong Buis Beton Q 25 cm BH 15,000 18,000 21,600.00 45 Gorong - Gorong Buis Beton Q 30 cm BH 17,500 21,000 25,200.00 46 Gorong - Gorong Buis Beton Q 40 cm BH 27,000 32,400 38,880.00 47 Gorong - Gorong Buis Beton Q 60 cm Panjang 50 cm BH 30,000 36,000 43,200.00 48 Gorong - Gorong Buis Beton Q 80 cm Panjang 50 cm BH 47,500 57,000 68,400.00

Bahan Fasilitas Pengairan1 Karet Penyekat Air / Rubber Water Stop Lebar 150 Cm M 69,300 83,160 99,792.00 2 Karet Penyekat Air / Rubber Water Stop Lebar 225 Cm M 92,400 110,880 133,056.00 3 Plat karet untuk Perletakan Jembatan type 4 kx M 46,200 55,440 66,528.00 4 Penutup Sambungan / Joint Seater tebal 25 mm M 90,000 108,000 129,600.00 5 Pengisi Sambungan / Joint Seater Tebal 10 MM M2 82,750 99,300 119,160.00 6 Pengisi Sambungan / Joint Seater Tebal 20 MM M2 104,000 124,800 149,760.00

1 2 3 4 57 Mistar Ukuran Panjang 0.50 - 1.00 Meter Bh 57,750 69,300 83,160.00 8 Mistar Ukuran Panjang 1.00 - 1.50 Meter Bh 57,750 69,300 83,160.00 9 Mistar Ukuran Panjang 1.50 - 2.00 Meter Bh 115,500 138,600 166,320.00

10 Mistar Ukuran Panjang 2.00 - 3.00 Meter Bh 231,000 277,200 332,640.00 11 Mistar Ukuran Panjang 3.00 - 4.00 Meter Bh 288,750 346,500 415,800.00 12 Papan Nama Bendung Bh 173,250 207,900 249,480.00 13 Papan Nama Bangunan / Nomenklatur Bh 46,200 55,440 66,528.00 14 Papan Nama Saluran Bh 288,750 346,500 415,800.00 15 Papan Oprasi Bendung Bh 288,750 346,500 415,800.00 16 Kotak Baja Penyimpan Data Bh 57,750 69,300 83,160.00 17 Exploitasi Bh 288,750 346,500 415,800.00 18 Plat Tanda Muka Air / Peil Sehal Bh 57,750 69,300 83,160.00 19 Patok Hektometer ( Pengairan ) Bh 46,200 55,440 66,528.00 20 Pintu Angkat Type 1.B = 0.30 Meter Bh 288,750 346,500 415,800.00 21 Pintu Angkat Type 1.B = 0.40 Meter Bh 346,500 415,800 498,960.00 22 Pintu Angkat Type 1.B = 0.50 Meter Bh 519,750 623,700 748,440.00 23 Pintu Angkat Type II.B = 0.30 Meter Bh 404,250 485,100 582,120.00 24 Pintu Angkat Type II.B = 0.40 Meter Bh 519,750 623,700 748,440.00 25 Pintu Angkat Type II.B = 0.50 Meter Bh 635,250 762,300 914,760.00 26 Pintu Sorong baja type 1A ukuran ( B=0.30-0.60)&(H=0. Bh 1,732,500 2,079,000 2,494,800.00 27 Pintu Sorong baja type 2A ukuran ( B=0.60-0.80)&(H=0. Bh 1,443,750 1,732,500 2,079,000.00 28 Pintu Sorong baja type 3A ukuran ( B=0.30-1.20)&(H=0. Bh 1,732,500 2,079,000 2,494,800.00 29 Pintu Sorong baja type 4A ukuran ( B=1.00-1.00)&(H=0. Bh 2,021,250 2,425,500 2,910,600.00 30 Pintu Sorong baja type 5A ukuran ( B=1.00-1.50)&(H=0. Bh 2,310,000 2,772,000 3,326,400.00 31 Pintu Sorong baja type 6A ukuran ( B=1.60-2.00)&(H=0. Bh 2,598,750 3,118,500 3,742,200.00 32 Pintu Sorong baja type 7A ukuran ( B=2.10-2.50)&(H=1. Bh 2,887,500 3,465,000 4,158,000.00 33 Pintu sorong bja type 2 draadstang ulir dengan 3 stl ro Bh 11,550,000 13,860,000 16,632,000.00 34 Pintu sorong bja type 2 draadstang ulir dengan 3 stl ro Bh 14,437,500 17,325,000 20,790,000.00 35 Pintu sorong bja type 2 draadstang ulir dengan 3 stl ro Bh 17,902,500 21,483,000 25,779,600.00 36 Pintu sorong bja type 2 draadstang ulir dengan 3 stl ro Bh 20,212,500 24,255,000 29,106,000.00

Bahan Kayu Berikut Bahan Jadinya

1 Bambu Diameter 5 s/d 7 cm Bt 12,650 15,180 18,216.00 2 Bambu Diameter 7 s/d 10 cm Bt 18,150 21,780 26,136.00 3 Bambu Gombong Bt 34,650 41,580 49,896.00 4 Kayu Terentang M3 962,500 1,155,000 1,386,000.00 5 Kayu Kamper Singkil ( K. Samarinda Kls II ) M3 3,382,500 4,059,000 4,870,800.00 6 Kayu Balok Borneo Super M3 1,739,100 2,086,920 2,504,304.00 7 Balok Borneo 6/12, 8/12, 8/15 * M3 1,300,000 1,560,000 1,872,000.00 8 Papan Borneo* M3 1,500,000 1,800,000 2,160,000.00 9 Kayu Balok Kamper Medan ( Kruing ) M3 2,612,500 3,135,000 3,762,000.00

10 Kayu Papan Kamper Medan ( Kruing ) M3 2,398,000 2,877,600 3,453,120.00 10 Papan Kayu Gunung Klas III ( Albasia )* M3 325,000 750,000 900,000.00 11 Papan Kamper Banjar* M3 2,250,000 2,700,000 3,240,000.00 12 Balok Kamper Banjar 6/12, 8/12, 8/15* M3 1,860,000 2,232,000 2,678,400.00 13 Kaso 5/7, 5/10 Kamper Banjar* M3 1,800,000 2,160,000 2,592,000.00 14 Reng 2/3 Kamper Banjar* M' 1,500 1,800 2,160.00 15 Kayu Balok Rasamala* M3 1,094,500 2,500,000 3,000,000.00 16 Kaso 5/7, 5/10 Borneo* M3 1,400,000 1,680,000 2,016,000.00 17 Reng 2/3 Borneo* M' 1,100 1,320 1,584.00 18 Papan Kayu Gunung Klas II * M3 950,000 2,000,000 2,400,000.00 19 Balok Kayu Gunung Klas II 6/12, 8/12, 8/15* M3 1,100,000 2,250,000 2,700,000.00 20 Kaso 5/7, 5/10 Kayu Gunung Klas II* M3 1,100,000 2,000,000 2,400,000.00 21 Reng 2/3 Kayu Gunung Klas II* M' 600 720 864.00 22 Papan Kamper Medan* M3 2,100,000 2,520,000 3,024,000.00 23 Balok Kamper Medan 6/12, 8/12, 8/15* M3 1,750,000 2,100,000 2,520,000.00 24 Kaso 5/7, 5/10 Kamper Medan* M3 1,800,000 2,160,000 2,592,000.00 25 Reng 2/3 Kamper Medan* M' 2,500 3,000 3,600.00 26 Papan Damar Laut* M3 3,500,000 4,200,000 5,040,000.00 27 Balok Damar Laut 6/12, 8/12, 8/15* M3 3,200,000 3,840,000 4,608,000.00 28 Kayu Klas II ( Cayur )* M3 600,000 720,000 864,000.00 29 Kayu Balok Kamper Samarinda M3 4,427,500 5,313,000 6,375,600.00 30 Kayu Papan Kamper Samarinda M3 4,708,000 5,649,600 6,779,520.00 31 Kayu Jati Jatim Lepas Mata dari Ø 80 CM ke atas M3 23,413,500 28,096,200 33,715,440.00 32 Kayu Jati Jateng Tua Lepas Mata dari Ø 80 CM ke atas M3 15,812,500 18,975,000 22,770,000.00 33 Kayu Jati Jabar Tua Lepas Mata dari Ø 80 CM ke atas M3 9,425,900 11,311,080 13,573,296.00 34 Kayu Jati Jabar Ø 40 CM ke bawah M3 5,079,250 6,095,100 7,314,120.00 35 Dolken 5 s.d 7 Bt 11,550 13,860 16,632.00 36 Dolken 7 s.d 10 Bt 15,950 19,140 22,968.00 37 List Frofil Kamper 1 cm M' 1,500 1,800 2,160.00 38 List Frofil Kamper 2 cm M' 2,250 2,700 3,240.00 39 List Frofil Kamper 4 cm M' 5,000 6,000 7,200.00 40 List Frofil Kamper 5 cm M' 8,000 9,600 11,520.00 41 List Frofil Kamper 10 cm M' 15,500 18,600 22,320.00 42 Pegangan Tangga Profil Jati M' 85,500 102,600 123,120.00 43 Pegangan Tangga Profil Kamper M' 24,750 29,700 35,640.00 44 Kayu reng 2/3 Borneo Super M' 900 1,080 1,296.00 45 Kayu reng 2/3 Kamper Banjar M' 1,500 1,800 2,160.00 46 Kayu reng 3/4 Kamper Banjar M' 2,000 2,400 2,880.00 47 Kayu Stoot Btg 4,550 5,460 6,552.00

1 2 3 4 5

Bahan Penutup Rangka Plapond1 Eternit 1x1 M2 Bh 6,400 7,680 9,216.00 2 Eternit 1x1 M2 Peti 36,500 43,800 52,560.00 3 Bahan Plapon Eternit 4 MM M2 6,600 7,920 9,504.00 4 Bahan Plapon Hardpleks 5 mm 120 x 240 cm Lbr 54,000 64,800 77,760.00 5 Gypsun 120 x 240 cm , t = 9 mm ex DN Lbr 41,000 49,200 59,040.00 6 Gypsun 120 x 240 cm , t = 9 mm ex luar Lbr 52,750 63,300 75,960.00

Bahan Kayu Lapis

1 Triplek 3 mm 120 x 240 Lbr 37,400 44,880 53,856.00 2 Triplek 4 mm 120 x 240 Lbr 45,500 54,600 65,520.00 3 Triplek 4 mm Uk. Pintu Lbr 32,500 39,000 46,800.00 4 Multiplek 6 mm 120 x 240 Lbr 66,500 79,800 95,760.00 5 Jabar wood 4 mm Lbr 60,300 72,360 86,832.00 6 Bilik Bambu Tanpa Kulit M2 5,800 6,960 8,352.00 7 Bilik Bambu dengan Kulit M2 9,000 10,800 12,960.00 8 Bilik Bambu Hitam Pariasi M2 12,100 14,520 17,424.00 9 Wallpaper ( Lelas Menengah ) M2 30,150 36,180 43,416.00

10 Multiplek 9 mm 120 x 240 Lbr 88,000 105,600 126,720.00 11 Multiplek 12 mm 120 x 240 Lbr 114,450 137,340 164,808.00 12 Multiplek 18 mm 120 x 240 Lbr 150,700 180,840 217,008.00 13 Play Wood 18 mm 120 x 240 Lbr 198,550 238,260 285,912.00 14 Teak Wood 3 mm 120 x 240 Lbr 72,050 86,460 103,752.00 15 Teak Wood 4 mm 120 x 240 Lbr 81,500 97,800 117,360.00 16 Teak Wood 3 mm Uk. Pintu Lbr 54,050 64,860 77,832.00 17 Teak Wood 4 mm Uk. Pintu Lbr 66,400 79,680 95,616.00 18 Melamin 4 mm 120 x 240 Lbr 78,400 94,080 112,896.00 19 Melamin TIK 4 mm Lbr 118,600 142,320 170,784.00 20 Fornika 120 x 240 Lbr 96,600 115,920 139,104.00 21 Fornika Ukuran Pintu Lbr 72,350 86,820 104,184.00

Bahan Finishing :Laburan , Pengisian dan Alatnya

1 Plamir Tembok Per 4Kg 5,000 6,000 7,200.00 2 Plamour Cat Per 12 Kg 12,500 15,000 18,000.00 3 Cat Tembok ICI Eksterior Gln 126,500 151,800 182,160.00 4 Cat Tembok ICI interior ( Flapond & Dinding ) Gln 93,500 112,200 134,640.00 5 Cat Tembok stara Sanlex Gln 60,500 72,600 87,120.00 6 Cat Tembok stara Sanlex ( Putih ) Kg 5,300 6,360 7,632.00 7 Cat Tembok stara Sanlex Kg 5,600 6,720 8,064.00 8 Cat Tahan Asam Kg 18,750 22,500 27,000.00 9 Cat Marka / Spotlight Kg 41,250 49,500 59,400.00

10 Water Profing Emulision Kg 43,750 52,500 63,000.00 11 Water Profing Membrance Kg 37,400 44,880 53,856.00 12 Rol cat Tembok Bh 15,000 18,000 21,600.00 13 Kape Tembok Bh 4,400 5,280 6,336.00 14 Kape Kayu Bh 4,900 5,880 7,056.00 15 Cat Suligneum Galon 5 Ltr 20,000 24,000 28,800.00 16 Cat Plincote Kg 12,500 15,000 18,000.00 17 Kawas 3 " Bh 7,400 8,880 10,656.00 18 Kawas 4 " Bh 10,000 12,000 14,400.00 19 Dempul Halus / Infra ( Wood Filler ) Kg 21,450 25,740 30,888.00 20 Terpentin Lt 2,000 2,400 2,880.00 21 Tiner A Lt 8,800 10,560 12,672.00 22 Tiner B Lt 13,400 16,080 19,296.00 23 Kumpon Kg 24,750 29,700 35,640.00 24 Ampelas Lbr 2,000 2,400 2,880.00 25 Dempul Kayu Kg 10,000 12,000 14,400.00 26 Meni Kayu / Besi Kg 7,500 9,000 10,800.00 27 Sincromat Kg 27,000 32,400 38,880.00 28 Cat Kayu stara Avian KG 22,500 27,000 32,400.00 29 Cat Kayu stara Siev KG 22,500 27,000 32,400.00 30 Cat Besi Siev Kg 27,000 32,400 38,880.00 31 Cat Duco Danaglon / ICI Kg 72,600 87,120 104,544.00 32 Cat Bron Kg 32,450 38,940 46,728.00 33 Oker Putih Kg 1,800 2,160 2,592.00 34 Oker Coklat Kg 5,400 6,480 7,776.00 35 Sirlak Ex India Kg 72,000 86,400 103,680.00 36 Spirtus Ltr 5,000 6,000 7,200.00 37 Cat Genting Kg 14,500

Bahan Kaca1 Kaca Polos 2 mm M2 25,850 31,020 37,224.00 2 Kaca Polos 3 mm M2 30,000 36,000 43,200.00 3 Kaca Polos 5 mm M2 40,000 48,000 57,600.00 4 Kaca Ryben 5 mm M2 67,100 80,520 96,624.00 5 Kaca Ryben 8 mm M2 209,000 250,800 300,960.00 6 Kaca Ryben 12 mm M2 343,750 412,500 495,000.00 7 Kaca Patri Lokal Terpasang M2 822,800 987,360 1,184,832.00 8 Kaca Patri Lokal Terpasang Ex. LN M2 2,695,000 3,234,000 3,880,800.00 9 Glas Block Bh 11,000 13,200 15,840.00

10 Glas Block Dn 20 x 20 Ex.LN Bh 52,600 63,120 75,744.00

1 2 3 4 5

Bahan Paku dan Mur1 Paku Berbagai Macam Ukuran Kg 6,000 7,200 12,960.00 2 Paku Kait Lengkap Kg 300 360 432.00 3 Paku Beton 2 s.d 5 cm Bh 600 720 864.00 4 Paku Cacing Kg 19,250 23,100 27,720.00 5 Besi Beugel Kuda - kuda Kg 7,000 8,400 10,080.00 6 Dak Angker Kg 7,000 8,400 10,080.00 7 Mur Baut Berikut Ring 20 s.d 35 Cm Bh 750 900 1,080.00 8 Angker Mur Baud dia 19 panjang 60 cm Bh 19,250 23,100 27,720.00 9 Mur Baut HTM dia 19 s.d 16 cm Bh 5,750 6,900 8,280.00

10 Mur Baut Biasa 19 s.d 16 ( 15 cm ) Bh 3,400 4,080 4,896.00 11 Piser dia 12 s/d 20 cm Bh 2,800 3,360 4,032.00

6 Baut/Mur Kg 8,400

Bahan Perpipaan - 1 Besi Pipa untuk Hydrant BSP dia 1" Bt 45,100 54,120 64,944.00 2 Besi Pipa untuk Hydrant BSP dia 1,25" Bt 47,850 57,420 68,904.00 3 Besi Pipa untuk Hydrant BSP dia 1,5" Bt 52,250 62,700 75,240.00 4 Besi Pipa untuk Hydrant BSP dia 2" Bt 63,250 75,900 91,080.00 5 Shower dengan tiang Bh 123,750 148,500 178,200.00 6 Shower tanpa tiang Bh 68,750 82,500 99,000.00 7 Kran Tembok diameter 0,5 " Bh 19,250 23,100 27,720.00 8 Kran Bebek 0,5 " Bh 35,750 42,900 51,480.00 9 Kran Panas Dingin Standar Bh 71,000 85,200 102,240.00

10 Stop kran 1¼ " KIT Bh 22,500 27,000 32,400.00 11 Stop kran 1 " KIT Bh 17,500 21,000 25,200.00 12 Tempat Sabun Poslin Bh 33,000 39,600 47,520.00 13 Wastafel Bulat Warna Standar Lengkap Unit 275,000 330,000 396,000.00 14 Watafel Lengkap TOTO LW 230 Bh 178,750 214,500 257,400.00 15 Watafel Lengkap INA Bh 151,250 181,500 217,800.00 16 Closet Jongkok Poslen Warna Bh 200,750 240,900 289,080.00 17 Closet Jongkok Poslen Warna Putrih Standar Bh 90,750 108,900 130,680.00 18 Closet Duduk Keramik Komplit LN Unit 1,000,000 1,200,000 1,440,000.00 19 Closet Duduk Warna Standar INA Lengkap Unit 577,500 693,000 831,600.00 20 Urinoar lengkap Warna Standar Bh 330,000 396,000 475,200.00 21 Penyekat Urinoar Lbr 151,250 181,500 217,800.00 22 Kitchen Zink Stailess Standar lokal ( 1 Lobang ) Bh 123,750 148,500 178,200.00 23 Kitchen Zink Stailess Non Standar franke ( 1 Lobang ) Bh 178,750 214,500 257,400.00 24 Kitchen Zink Stailess Non Standar franke ( 2 Lobang ) Bh 302,500 363,000 435,600.00 25 Kitchen Zink Stailess Lengkap Sipon & Sparing Bh 250,000 300,000 360,000.00

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Bahan Penutup Atap - 1 Atap Plastik bergelombang 80 x 180 Lbr 13,300 15,960 19,152.00 2 Atap Fiber Glass Tipis 80 x 180 ( Gelombang ) Lbr 24,200 29,040 34,848.00 3 Atap Fiber Glass Tebal 80 x 180 ( Gelombang ) Lbr 48,950 58,740 70,488.00 4 Atap Asbes Gel Kecil 4 mm 80 x 180 Lbr 45,500 54,600 65,520.00 5 Atap Asbes Gel Besar 5 mm 80 x 180 Lbr 63,100 75,720 90,864.00 6 Genting Palentong BH 750 900 1,080.00 7 Genting Bubungan BH 1,500 1,800 2,160.00 8 Asbes gelombang besar LBR 30,000 36,000 43,200.00 9 Bubung Asbes BH 15,000 18,000 21,600.00

10 Konblok BH 1,900 2,300 2,760.00 11 Rooster 20 x 20 BH 4,000 4,800 5,760.00 12 Rooster 30 x 30 BH 5,500 6,600 7,920.00 13 Genting Morando nat BH 900 1,080 1,296.00 14 Bubung Morando nat BH 3,500 4,200 5,040.00 15 Genting Morando Glasur BH 1,750 2,100 2,520.00 16 Bubung Morando Glasur BH 3,000 3,600 4,320.00 17 Genting Mardional nat BH 1,500 1,800 2,160.00 18 Genting Mardional Glasur BH 2,750 3,300 3,960.00 19 Genting Finenze nat BH 1,500 1,800 2,160.00 20 Genting Finenze Glasur BH 3,500 4,200 5,040.00 21 Genting Kodok nat BH 1,000 1,200 1,440.00 22 Genting Kodok Glasur BH 3,800 4,560 5,472.00 23 Genting Turbo nat BH 1,750 2,100 2,520.00 24 Genting Turbo Glasur BH 3,500 4,200 5,040.00 25 Aksesoris nat BH 3,000 3,600 4,320.00 26 Genting Vlam pres mesin BH 700 850 1,020.00 27 Terakorta 10 x 20 BH 1,200 1,500 1,800.00 28 Atap Genteng Beton Warna 14,5/m2 M2 57,750 69,300 83,160.00 29 Genteng Beton Natural M2 54,900 65,880 79,056.00 30 Sirap Kelas I ( 80/M2 ) Bh 600 720 864.00 31 Genteng Murando Natural 18 bh/m2 Bh 3,100 3,720 4,464.00 32 Genteng Murando Glasur 18 bh/m2 Bh 3,950 4,740 5,688.00 33 Genteng Bubung Kramik Bh 4,500 5,400 6,480.00 34 Genteng Beton Pres Bh 1,600 1,920 2,304.00 35 Bubungan Genteng Beton Pres Bh 2,250 2,700 3,240.00

1 2 3 4 5

Bahan Mekanikal1 Lampu Pijar 25 Watt BH 4,500 5,400 6,480.00 2 Lampu Pijar 40 Watt BH 5,000 6,000 7,200.00 3 Lampu TL 1 x 20 Watt BH 45,000 54,000 64,800.00 4 Lampu TL 2 x 20 Watt BH 90,000 108,000 129,600.00 5 Lampu TL 1 x 40 Watt BH 50,000 60,000 72,000.00 6 Lampu TL RM 2 x 20 Watt BH 175,000 210,000 252,000.00 7 Lampu TL RM 4 x 20 Watt BH 300,000 360,000 432,000.00 8 Lampu spot light 120 Watt / 150 Watt BH 300,000 360,000 432,000.00 9 Lampu spot light 300 Wattt BH 325,000 390,000 468,000.00

10 Lampu Hologin 500 Watt + Box BH 150,000 180,000 216,000.00 11 Lampu Dinding BH 150,000 180,000 216,000.00 12 Lampu Gantung uk. Kecil UNIT 250,000 300,000 360,000.00 13 Lampu Gantung uk. Sedang UNIT 450,000 540,000 648,000.00 14 Lampu Gantung Uk. Besar UNIT 1,200,000 1,440,000 1,728,000.00 15 Lampu SLE 15 Watt BH 35,000 42,000 50,400.00 16 Lampu SL 18 Watt BH 45,000 54,000 64,800.00 17 Lampu Baret 30 cm + Neon SET 165,000 198,000 237,600.00 18 Lampu Sorot Philips 40 Watt BH 70,000 84,000 100,800.00 19 Lampu Down Light sedang BH 35,000 42,000 50,400.00 20 Lampu Tanam BH 75,000 90,000 108,000.00 21 Box Sikring in bouw C4 BH 25,000 30,000 36,000.00 22 Box Sikring out bouw C1 + Patron Broco BH 25,000 30,000 36,000.00 23 Saklar tunggal Broco BH 7,000 8,400 10,080.00 24 Saklar Ganda Broco BH 9,000 10,800 12,960.00 25 Stop kontak Broco BH 7,500 9,000 10,800.00 26 Jarum Penangkal Petir 16 s.d19 UNIT 220,000 264,000 316,800.00 27 Kawat Penagkal Petir ( Tembaga ) 16 KG 7,500 9,000 10,800.00 28 Lampu Mercury 60 Watt BH 150,000 180,000 216,000.00 29 Trafo 80 Watt / 220 BH 250,000 300,000 360,000.00 30 MLL 160 Watt BH 80,000 96,000 115,200.00 31 Panel SDP BH 100,000 120,000 144,000.00 32 Panel LP-A BH 200,000 240,000 288,000.00 33 Panel LP-B BH 300,000 360,000 432,000.00 34 Panel LP-C BH 172,500 207,000 248,400.00 35 Panel LP-D BH 172,500 207,000 248,400.00 36 Panel LP-E BH 172,500 207,000 248,400.00 37 Arde / Grounding panel / box sikring Komplit Ls 600,000 720,000 864,000.00 38 BP dan UJL 1200 Watt + tiang 2 Bh Ls 2,000,000 2,400,000 2,880,000.00 39 BP dan UJL 1300 Watt Ls 773,500 928,200 1,113,840.00 40 BP dan UJL 2200 Watt Ls 1,602,000 1,922,400 2,306,880.00 41 Titik Cahaya Ttk 50,000 60,000 72,000.00 42 Pasang telepon Ls 600,000 720,000 864,000.00 43 Canopy Impralon M2 275,000 330,000 396,000.00 44 Tiang Listrik BH 2,500,000 3,000,000 3,600,000.00

Bahan Alat Penggantungan Kunci1 Kunci Silinder ALFA untuk Pintu Alumunium BH 249,100 298,920 358,704.00 2 Kunci 2 Slaag Sekualitas "ANCOR" / "ASTON" BH 75,000 90,000 108,000.00 3 Kunci KM/WC Merk Alpa BH 40,000 48,000 57,600.00 4 Tarikan Pintu Almunium BH 225,000 270,000 324,000.00 5 Rel Henderson Lengkap BH 510,400 612,480 734,976.00 6 Rel Maraton 1 Pintu Unit 108,900 130,680 156,816.00 7 Kunci Slaag Silinder SEIS Asli Type 210 s.d 226 BH 226,600 271,920 326,304.00 8 Kunci Slaag ANCOR ASLI BH 94,600 113,520 136,224.00 9 Kunci Slaag ISO BH 108,900 130,680 156,816.00

10 Kunci Kamar Bulat Kualitas Biasa Bh 22,000 26,400 31,680.00 11 Kunci Kamar Bulat Kualitas ALFA Bh 50,500 60,600 72,720.00 12 Espangnolet Ps 17,500 21,000 25,200.00 13 Grendel 15 cm Bh 8,600 10,320 12,384.00 14 Grendel 5 cm Bh 2,100 2,520 3,024.00 15 Hak Angin Kait Jendela Biasa Ps 3,300 3,960 4,752.00 16 Hak Angin Biasa Ps 5,000 6,000 7,200.00 17 Hak Angin Jendela Antik Ps 14,100 16,920 20,304.00 18 Hak Angin endok Stanless/Kuningan Bh 31,900 38,280 45,936.00 19 Nako Lengkap + Tralis Daun Bh 13,750 16,500 19,800.00 20 Slot Pintu Berikut Rantai Set 49,200 59,040 70,848.00 21 Slot Pintu 5 cm Bh 3,000 3,600 4,320.00 22 Slot Jendela Bh 3,000 3,600 4,320.00 23 Engsel Pintu Bh 7,000 8,400 10,080.00 24 Engsel Jendela Bh 4,000 4,800 5,760.00 25 Engsel Pintu Standar Unilon Bh 10,150 12,180 14,616.00 26 Engsel Jendela Standar Unilon Bh 7,150 8,580 10,296.00 27 Tarikan Almari Rata - rata Bh 3,300 3,960 4,752.00 28 Seng BJLS 30 Lebar 60 cm ( 1. Rol 50 M') M' 19,800 23,760 28,512.00 29 Seng BJLS 30 Lebar 90 cm ( 1. Rol 50 M') M' 28,600 34,320 41,184.00

1 2 3 4 5Bahan Pengisap Sumur Air Dalam

1 Pompa Kodok UNIT 115,500 138,600 166,320.00 2 Pompa Dragon Tegel UNIT 162,250 194,700 233,640.00 3 Pompa Dragon Asli UNIT 467,500 561,000 673,200.00 4 Pompa listrik 100 Watt Setara "SANYO" UNIT 450,000 540,000 648,000.00 5 Pompa listrik 250 Watt Setara "SANYO" UNIT 1,300,000 1,560,000 1,872,000.00 6 Pompa listrik 500 Watt Setara "SANYO" UNIT 1,800,000 2,160,000 2,592,000.00 7 Pompa Zet Pump 250 W Sanyo UNIT 4,125,000 4,950,000 5,940,000.00 8 Pompa Zet Pump 450 W Sanyo UNIT 4,675,000 5,610,000 6,732,000.00 9 Pompa Sumbersible Kap 150 Liter/menit 3 KW UNIT 20,350,000 24,420,000 29,304,000.00

10 Gear Pump Kap./Menit UNIT 11,550,000 13,860,000 16,632,000.00 11 Depp Welll Dengan kelengkapannya Kap.150 Ltr/menit UNIT 170,500,000 204,600,000 245,520,000.00 12 Hand Oil pump UNIT 3,355,000 4,026,000 4,831,200.00

Alat Tukang1 Palu Bh 19,250 23,100 27,720.00 2 Cangkul Bh 28,200 33,840 40,608.00 3 singkup Bh 23,300 27,960 33,552.00 4 Sekrop Bh 33,550 40,260 48,312.00 5 Pengki Bh 2,000 2,400 2,880.00 6 Linggis Bh 22,000 26,400 31,680.00 7 Rool Meter 30 Meter ( Bahan Plastik ) Bh 66,550 79,860 95,832.00 8 Rool Meter 5 Meter ( Bahan besi ) Bh 22,000 26,400 31,680.00 9 Slang Plastik untuk Water Pas di.0.5cm Bh 850 1,020 1,224.00

10 Water Pass Alumunium Bh 55,000 66,000 79,200.00 11 Kawat Las Listrik Kg 7,300 8,760 10,512.00 12 Karbit Kg 4,100 4,920 5,904.00 13 Alat Bantu Set 50,000 60,000 72,000.00

Standar Rata Rata Sewa Alat Berat / Besar, Kendaraan Truk Kendaraan Roda Empat & Lainnya

1 Three Wheel Roller ( E. 16 ) Hari 161,000 193,200 231,840.00 2 Tandem Roller 6 - 8 ( E. 17) Hari 205,000 246,000 295,200.00 3 Tire Roller 8 -10 Ton ( E. 18 ) Hari 280,000 336,000 403,200.00 4 Roller Vibrator 5 - 8 Ton ( E. 19 ) Hari 304,000 364,800 437,760.00 5 Pendesterian Roller ( E. 24 ) Hari 68,000 81,600 97,920.00 6 Roller Pneumatic 8 -15 ton /5jam/ton Hari 250,000 300,000 360,000.00 7 Wheel Loader 1.0 - 1.6 M"( E.15) Hari 366,000 439,200 527,040.00 8 Crane 10 -15 Ton ( E.7 ) Hari 324,000 388,800 466,560.00 9 Exavator Bachoe 5 Jam / hari Hari 525,000 630,000 756,000.00

10 Draklint Hari 125,000 150,000 180,000.00 11 Track Loader 75 - 100 HP ( E.14) Hari 415,000 498,000 597,600.00 12 Buldozer 100 - 150 HP( E.04 ) Hari 542,000 650,400 780,480.00 13 Exavator 80 - 140 HP(E.10 ) Hari 289,000 346,800 416,160.00 14 Backu Hari 100,000 120,000 144,000.00 15 Motor Grader 100 HP ( E.13 ) Hari 430,000 516,000 619,200.00 16 Pheunumatic Drill Hamer 3jam/hr Hari 175,000 210,000 252,000.00 17 Vibroroller Hari 75,000 90,000 108,000.00 18 Stone Cusher ( E.21) Hari 1,037,000 1,244,400 1,493,280.00 19 AMP ( E. 01 ) Hari 2,600,000 3,120,000 3,744,000.00 20 Teractor Equament 2 jam/hr Hari 60,000 72,000 86,400.00 21 Screning Plent 5 jam / hari Hari 300,000 360,000 432,000.00 22 Aspalt Fhisisher ( E.02 ) Hari 369,000 442,800 531,360.00 23 Aspalt mileting Kalte Hari 95,000 114,000 136,800.00 24 Aspalt Spayer ( E.03 ) Hari 82,000 98,400 118,080.00 25 Aspalt Miixing Plant ( E. 01 ) Hari 2,600,000 3,120,000 3,744,000.00 26 Spayer Self.- Prop 10001 4 jam/hr Hari 105,000 126,000 151,200.00 27 Tamper .Viberator Palte ( E.25 ) Hari 40,000 48,000 57,600.00 28 Crueher / SCR ( E.21 ) Hari 1,037,000 1,244,400 1,493,280.00 29 Concrete Mixer 0.125 M3 Hari 60,000 72,000 86,400.00 30 Concrete Mixer 0.3-0.6 m ( E. 06 ) Hari 77,000 92,400 110,880.00 31 Concrete Vibrator ( E.20 ) Hari 41,000 49,200 59,040.00 32 Pick Up Hari 175,000 210,000 252,000.00 33 Dump Truck 3 -4 m ( E. 08 ) Hari 184,000 220,800 264,960.00 34 Dump Truck 5 Ton 125 HP ( E.09 ) Hari 273,000 327,600 393,120.00 35 Flatbad Truck 3.5 ton ( E. 11 ) Hari 326,000 391,200 469,440.00 36 Truck 3/4 ( Colt Diesel ) Hari 200,000 240,000 288,000.00 37 Truck Fuso Hari 280,000 336,000 403,200.00 38 Mesin Las Listrik 18 PK 8 jam Hari 80,000 96,000 115,200.00 39 Menin Pompa Air 3 " Hari 75,000 90,000 108,000.00 40 Jack hammer ( E. 26 ) Hari 40,000 48,000 57,600.00 41 Compressor 4000 - 6500/m( E.05 ) Hari 152,000 182,400 218,880.00 42 Pump water 70 - 100 mm ( E. 22 ) Hari 38,000 45,600 54,720.00 43 Trailer Towed 1 Ton 3jam/hr Hari 30,000 36,000 43,200.00 44 Water Tank 3000-4500 L ( E.23 ) Hari 160,000 192,000 230,400.00

Hari

1 2 3 4 5Bahan Lantai Dan Pelapis Dinding

1 Tegel PC 20 x 20 cm Bh 850 1,020 1,224.00 2 Plin Tegel PC 20 x 20 cm Bh 750 900 1,080.00 3 Tegel PC 30 x 30 cm Bh 1,250 1,500 1,800.00 4 Plin Tegel PC 15 x 30 cm Bh 850 1,020 1,224.00 5 Tegel Warna 20 x 20 cm Bh 1,250 1,500 1,800.00 6 Plin Tegel Warna 10 x 20 cm Bh 850 1,020 1,224.00 7 Tegel Warna 30 x 30 cm Bh 1,750 2,100 2,520.00 8 Tegel Wefel PC.20 x 20 cm Bh 1,500 1,800 2,160.00 9 Tegel Wefel Warna .20 x 20 cm Bh 1,000 1,200 1,440.00

10 Tegel Badak PC. 30 x 30 Bh 1,300 1,560 1,872.00 11 Poslin 11 x 11 Warna Standar M2 28,000 33,600 40,320.00 12 Keramik 10 x 20 dan 20 x 20 KW I DN Putih Polos M2/DUS 27,500 33,000 39,600.00 13 Keramik 10 x 20 dan 20 x 20 KW I DN Warna Anti Slip M2/DUS 30,000 36,000 43,200.00 14 Keramik 20 x 20 KW I DN Corak / Warna Anti Slip M2/DUS 38,500 46,200 55,440.00 15 Keramik 30 x 30 KW I DN Putih Polos M2/DUS 25,000 30,000 36,000.00 16 Keramik 30 x 30 KW I DN Warna Anti Slip M2/DUS 41,250 49,500 59,400.00 17 Stairnosing Keramik 10/20 Bh 2,200 2,640 3,168.00 18 Stairnosing Fiber Bh 2,000 2,400 2,880.00 19 Granit Alam LN Ukuran Besar M2 1,178,000 1,413,600 1,696,320.00 20 Granit Alam LN Ukuran Kecil M2 991,000 1,189,200 1,427,040.00 21 Granit Alam DN Ukuran Besar M2 867,000 1,040,400 1,248,480.00 22 Granit Alam DN Ukuran Kecil M2 805,000 966,000 1,159,200.00 23 Granito Tile Essenza Ukuran 40x 40 Polis M2/DUS 159,000 190,800 228,960.00 24 Granito Tile Essenza Ukuran 40x 40 Unpolis M2/DUS 91,300 109,560 131,472.00 25 Granito Tile Essenza 60x 60 Polis M2/DUS 197,000 236,400 283,680.00 26 Granito Tile Essenza 60x 60 Unpolis M2/DUS 110,000 132,000 158,400.00 27 Bata Ketawang Bh 8,250 9,900 11,880.00

Bahan Bahan Lainnya1 Kusen Pintu WC Aluminium SET 300,000 360,000 432,000.00 2 Eternit 1 x 1 m2 BH 6,400 7,680 9,216.00 3 Eternit 1 x 1 m2 Peti 36,500 43,800 52,560.00 4 Ampelas Kayu LBR 2,000 2,400 2,880.00 5 Cat Plincut KG 12,500 15,000 18,000.00 6 Lem Putih ( Pox ) KG 7,500 9,000 10,800.00 7 Bak mandi fiber glass kecil BH 65,000 78,000 93,600.00 8 Tarikan Jendela BH 3,500 4,200 5,040.00 9 Tangkai Air Fiber 0,5 m3 UNIT 275,000 330,000 396,000.00

10 Ubin Abu - abu 20 x 20 cm BH 1,200 1,440 1,728.00 11 Batu Kerikil Hias KG 6,000 7,200 8,640.00 12 Kayu bakar M3 60,000 72,000 86,400.00 13 Angker Kusen dan nut BH 2,000 2,400 2,880.00 14 Angker sloof ke pondasi besi Q 12 mm BH 2,500 3,000 3,600.00 15 Papan Nama Proyek (SD/MI) Uk. 50 x 100 cm BH 250,000 300,000 360,000.00 16 Papan Nama Proyek (Ke - PU an ) Uk. 100 x 150 cm BH 300,000 360,000 432,000.00 17 Papan nama Sekolah rangka besi BH 500,000 600,000 720,000.00 18 Elastomer ( Type A) BH 350,000 420,000 504,000.00 19 Elastomer ( Type B) BH 450,000 540,000 648,000.00 20 L 50.50 4 Pj. 6 M Lente 48,000 57,600 69,120.00 21 L 50.50 5 Pj. 6 M Lente 60,000 72,000 86,400.00 22 Lempeng Besi baja Fropil Desain Galvanis M3 209,000 250,800 300,960.00 23 Tiang Penyangga Besi st 32 Galvanis bh 110,000 132,000 158,400.00 24 Besi Pengikat Baja Profil Desai ( blocking) BH 99,000 118,800 142,560.00 25 Mur Baut blocking 12x25 mm BH 7,700 9,240 11,088.00 26 Mur Baut Post 16 x 48 mm BH 9,750 11,700 14,040.00 27 Mur Baut Post 18 x 30 mm BH 10,000 12,000 14,400.00 28 Terminal endsection BH 132,000 158,400 190,080.00 29 Reflektor BH 26,000 31,200 37,440.00 30 Thermo Plastic KG 20,900 25,080 30,096.00 31 Glass Bead KG 21,000 25,200 30,240.00 32 Cat Primer KG 77,800 93,360 112,032.00 33 Tutup Pipa 2 " BH 2,000 2,400 2,880.00 34 Daun RPPJ dengan reflextif Sheting 120 x 160 cm BH 2,850 3,420 4,104.00 35 Daun rambu dengan Reflektif Sheting 60 x 60 cm BH 765,800 918,960 1,102,752.00 36 Daun rambu fortable dengan Reflektif Sheting 75 x 75 BH 139,400 167,280 200,736.00 37 Controller 4 Phase 2 Pendestrial 8 Box Luar BH 15,429,000 18,514,800 22,217,760.00 38 Box Lampu 3 Aspek BH 1,100,000 1,320,000 1,584,000.00 39 Box Lampu 2 Aspek untuk Treffic Ligth BH 825,000 990,000 1,188,000.00 40 Tiang Lengkung untuk Teffic Light BH 990,000 1,188,000 1,425,600.00 41 Tiang Lurus BH 385,000 462,000 554,400.00 42 Terminal Kabel Btg 10,000 12,000 14,400.00 43 Control WL dengan Konfigurasi Bh 4,590,000 5,508,000 6,609,600.00 44 Kerucut Lalulintas Bh 206,600 247,920 297,504.00 45 Bok Lampu 2 Aspek Warning Light Bh 2,758,300 3,309,960 3,971,952.00 46 Armatur Set 50,000 60,000 72,000.00 47 Alumunium 0.30 mm Lbr 30,000 36,000 43,200.00

1 2 3 4 5HARGA BBM *)

1 Premium LTR 4,500 4,500 2 Solar LTR 4,500 4,500 3 Minyak Tanah LTR 2,500 2,500 4 Minyak Plux LTR 6,500 6,500 5 Minyak Bakar LTR 2,500 2,500 6 Olie SAE 20 LTR 20,000 20,000 7 Olie SAE 40 LTR 40,000 40,000 8 Olie SAE 90 LTR 80,000 80,000 9 Olie SAE 140 LTR 120,000 120,000

*) Harga Tergantung Kepada Kebijakan Pemerintah

Kepala Dinas KimpraswilKota Tasikmalaya

Ir. E. TJARLIA RACHMAT,MScNIP. 480 093 031

Harga 2010kenaikan 20%

34,992.00 82,080.00 120,960.00 120,960.00 120,960.00 155,520.00 12,096.00 99,360.00 99,360.00 172,800.00 190,080.00 216,000.00 201,600.00 190,080.00 129,600.00 112,320.00 104,544.00 109,296.00 12,960.00 27,648.00 24,710.40 950.40 2,592.00 5,529.60 432.00 23,328.00 24,192.00 29,376.00 32,832.00 20,908.80 49,248.00 993.17 168,838.56 3,960.00 47,520.00 613,958.40 567,388.80 517,968.00 123,552.00 33,264.00 51,840.00 142,560.00 19,008.00

4,356.00 4,356.00 6,336.00 5,544.00 514,800.00 506,880.00 498,960.00

12,960.00 30,240.00 7,603.20 9,936.00 75,686.40 7,948.80 8,380.80 6,912.00 7,171.20 6,566.40 14,904.00 6,912.00 3,456.00 1,123.20 11,232.00 16,416.00 14,688.00 30,240.00 1,615,680.00 2,236,032.00 60,480.00 8,640.00

13,824.00 13,824.00 11,318.40 11,232.00 11,232.00 19,872.00 15,552.00

25,920.00 37,152.00 42,768.00 43,632.00 59,875.20 74,131.20 93,139.20 110,419.20 132,624.00 159,840.00 6,480.00 9,936.00 11,664.00 16,632.00 4,276.80

285,120.00 207,360.00 138,240.00 70,848.00 44,928.00 58,752.00 103,680.00 88,128.00 7,776.00 9,504.00 11,232.00 15,552.00 28,512.00 8,640.00 1,728.00 18,576.00 28,080.00 46,310.40 67,392.00 121,176.00 142,128.00 226,800.00 294,624.00 389,664.00 784,080.00 842,400.00 1,454,112.00 1,976,832.00 2,238,192.00 3,497,472.00 5,084,640.00 5,987,520.00 10,549,440.00 16,822,080.00 18,304,704.00 350,697,600.00 693,792,000.00 950,400,000.00

######

22,464.00 25,920.00 21,600.00 25,920.00 30,240.00 46,656.00 51,840.00 82,080.00

119,750.40 159,667.20 79,833.60 155,520.00 142,992.00 179,712.00

99,792.00 99,792.00 199,584.00 399,168.00 498,960.00 299,376.00 79,833.60 498,960.00 498,960.00 99,792.00 498,960.00 99,792.00 79,833.60 498,960.00 598,752.00 898,128.00 698,544.00 898,128.00 1,097,712.00 2,993,760.00 2,494,800.00 2,993,760.00 3,492,720.00 3,991,680.00 4,490,640.00 4,989,600.00 19,958,400.00 24,948,000.00 30,935,520.00 34,927,200.00

21,859.20 31,363.20 59,875.20 1,663,200.00 5,844,960.00 3,005,164.80 2,246,400.00 2,592,000.00 4,514,400.00 4,143,744.00 1,080,000.00 3,888,000.00 3,214,080.00 3,110,400.00 2,592.00 3,600,000.00 2,419,200.00 1,900.80 2,880,000.00 3,240,000.00 2,880,000.00 1,036.80 3,628,800.00 3,024,000.00 3,110,400.00 4,320.00 6,048,000.00 5,529,600.00 1,036,800.00 7,650,720.00 8,135,424.00 40,458,528.00 27,324,000.00 16,287,955.20 8,776,944.00 19,958.40 27,561.60 2,592.00 3,888.00 8,640.00 13,824.00 26,784.00 147,744.00 42,768.00 1,555.20 2,592.00 3,456.00 7,862.40

11,059.20 63,072.00 11,404.80 93,312.00 70,848.00 91,152.00

64,627.20 78,624.00 56,160.00 114,912.00 104,198.40 10,022.40 15,552.00 20,908.80 52,099.20 152,064.00 197,769.60 260,409.60 343,094.40 124,502.40 140,832.00 93,398.40 114,739.20 135,475.20 204,940.80 166,924.80 125,020.80

8,640.00 21,600.00 218,592.00 161,568.00 104,544.00 9,158.40 9,676.80 32,400.00 71,280.00 75,600.00 64,627.20 25,920.00 7,603.20 8,467.20 34,560.00 21,600.00 12,787.20 17,280.00 37,065.60 3,456.00 15,206.40 23,155.20 42,768.00 3,456.00 17,280.00 12,960.00 46,656.00 38,880.00 38,880.00 46,656.00 125,452.80 56,073.60 3,110.40 9,331.20 124,416.00 8,640.00

44,668.80 51,840.00 69,120.00 115,948.80 361,152.00 594,000.00 1,421,798.40 4,656,960.00 19,008.00 90,892.80

15,552.00 518.40 1,036.80 33,264.00 12,096.00 12,096.00 1,296.00 33,264.00 9,936.00 5,875.20 4,838.40

77,932.80 82,684.80 90,288.00 109,296.00 213,840.00 118,800.00 33,264.00 61,776.00 122,688.00 38,880.00 30,240.00 57,024.00 475,200.00 308,880.00 261,360.00 346,896.00 156,816.00 1,728,000.00 997,920.00 570,240.00 261,360.00 213,840.00 308,880.00 522,720.00 432,000.00

22,982.40 41,817.60 84,585.60 78,624.00 109,036.80 1,296.00 2,592.00 51,840.00 25,920.00 3,312.00 6,912.00 9,504.00 1,555.20 6,048.00 3,024.00 5,184.00 2,592.00 4,752.00 2,592.00 6,048.00 1,728.00 6,566.40 3,024.00 6,048.00 5,184.00 1,224.00 2,160.00 99,792.00 94,867.20 1,036.80 5,356.80 6,825.60 7,776.00 2,764.80 3,888.00

7,776.00 8,640.00 77,760.00 155,520.00 86,400.00 302,400.00 518,400.00 518,400.00 561,600.00 259,200.00 259,200.00 432,000.00 777,600.00 2,073,600.00 60,480.00 77,760.00 285,120.00 120,960.00 60,480.00 129,600.00 43,200.00 43,200.00 12,096.00 15,552.00 12,960.00 380,160.00 12,960.00 259,200.00 432,000.00 138,240.00 172,800.00 345,600.00 518,400.00 298,080.00 298,080.00 298,080.00 1,036,800.00 3,456,000.00 1,336,608.00 2,768,256.00 86,400.00 1,036,800.00 475,200.00 4,320,000.00

430,444.80 129,600.00 69,120.00 388,800.00 881,971.20 188,179.20 391,564.80 163,468.80 188,179.20 38,016.00 87,264.00 30,240.00 14,860.80 3,628.80 5,702.40 8,640.00 24,364.80 55,123.20 23,760.00 85,017.60 5,184.00 5,184.00 12,096.00 6,912.00 17,539.20 12,355.20 5,702.40 34,214.40 49,420.80

199,584.00 280,368.00 807,840.00 777,600.00 2,246,400.00 3,110,400.00 7,128,000.00 8,078,400.00 35,164,800.00 19,958,400.00 294,624,000.00 5,797,440.00 - - 33,264.00 48,729.60 40,262.40 57,974.40 3,456.00 38,016.00 114,998.40 38,016.00 1,468.80 95,040.00 12,614.40 7,084.80 86,400.00 - - - 278,208.00 354,240.00 483,840.00 525,312.00 117,504.00 432,000.00 632,448.00 559,872.00 907,200.00 216,000.00 717,120.00 936,576.00 499,392.00 172,800.00 743,040.00 302,400.00 129,600.00 1,791,936.00 4,492,800.00 103,680.00 518,400.00 637,632.00 164,160.00 141,696.00 4,492,800.00 181,440.00 69,120.00 1,791,936.00 103,680.00 133,056.00 70,848.00 302,400.00 317,952.00 471,744.00 563,328.00 345,600.00 483,840.00 138,240.00 129,600.00 69,120.00 262,656.00 65,664.00 51,840.00 276,480.00

1,468.80 1,296.00 2,160.00 1,468.80 2,160.00 1,468.80 3,024.00 2,592.00 1,728.00 2,246.40 48,384.00 47,520.00 51,840.00 66,528.00 43,200.00 71,280.00 3,801.60 3,456.00 2,035,584.00 1,712,448.00 1,498,176.00 1,391,040.00 274,752.00 157,766.40 340,416.00 190,080.00 14,256.00 - 518,400.00 11,059.20 63,072.00 3,456.00 21,600.00 12,960.00 112,320.00 6,048.00 475,200.00 2,073.60 10,368.00 103,680.00 3,456.00 4,320.00 432,000.00 518,400.00 864,000.00 604,800.00 777,600.00 82,944.00 103,680.00 361,152.00 190,080.00 171,072.00 13,305.60 16,848.00 17,280.00 228,096.00 44,928.00 36,115.20 36,288.00 134,438.40 3,456.00 4,924.80 1,323,302.40 240,883.20 26,661,312.00 1,900,800.00 1,425,600.00 1,710,720.00 665,280.00 17,280.00 7,931,520.00 357,004.80 4,766,342.40 86,400.00 51,840.00

ANALISIS HARGA SATUAN PEKERJAANTAHUN ANGGARAN 2010

KOTA TASIKMALAYA

JENIS PEKERJAAN

a b c d e f=(dxe) g=(dxe) hA1 1 M2 PEK. PENGUKURAN KEMBALI (SITE)

- Tukang batu terampil HOK 0.0100 57,600.00 576.00 - Pekerja HOK 0.0200 36,000.00 720.00 - Peralatan Lot 1.0000 5,000.00 5,000.00 Total 1,296.00 5,000.00 Total Harga 6,296.00

A2 1 M1 MENGERJAKAN PAS. BOUWPLANK- Kayu M3 0.0100 1,080,000.00 10,800.00 - Paku 5 - 7 Kg 0.0380 15,552.00 590.98 - Ongkos Pasang Lot 0.1550 12,500.00 1,937.50 Total 1,937.50 11,390.98 Total Harga 13,328.48

A3 1 M2 PEK. KANTOR DIREKSI / LOS KERJA- Kayu Gunung Klas Kuat III M3 0.1000 390,000.00 39,000.00 - Paku 5 - 7 Kg 0.2500 7,200.00 1,800.00 - seng glb. " BJLS " 28 (80 x 180 cm ) Lbr 1.1000 42,000.00 46,200.00 - Triplek 3 mm Lbr 0.5000 44,880.00 22,440.00 - PC ( 50 Kg ) zak 0.1000 34,200.00 3,420.00 - Peralatan Lot 0.0250 151,221.00 3,780.53 - Ongkos pasang Lot 0.1250 154,245.42 19,280.68 Total 19,280.68 116,640.53 Total Harga 135,921.20

A4 1 M3 MENGERJAKAN GALIAN TANAH BIASA TIDAK LEBIH DARI 1 M1- Pekerja HOK 0.400 36,000.00 14,400.00 - Mandor HOK 0.040 57,600.00 2,304.00 - Alat bantu Lot 0.050 16,704.00 835.20 Total 16,704.00 835.20 Total Harga 17,539.20

A5 1 M3 MENGERJAKAN GALIAN TANAH BIASA MAX. 2 M'- Pekerja HOK 0.526 36,000.00 18,936.00 - Mandor HOK 0.052 57,600.00 2,995.20 - Alat bantu Lot 0.050 21,931.20 1,096.56 Total 21,931.20 1,096.56 Total Harga 23,027.76

A6 1 M3 URUGAN KEMBALI PONDASI 1/4 DARI GALIAN- Pekerja HOK 0.1920 30,000.00 5,760.00 - Mandor HOK 0.0190 37,500.00 712.50 - Alat bantu Lot 0.1000 6,472.50 647.25 Total 6,472.50 647.25 Total Harga 7,119.75

B1 1 M3 URUGAN PASIR DIBAWAH LANTAI & PONDASI- Pasir Urug M3 1.200 50,000.00 60,000.00 - Pekerja HOK 0.150 30,000.00 4,500.000 - Mandor HOK 0.010 37,500.00 375.00 Total 4,875.00 60,000.00 Total Harga 64,875.00

B2 1 M2 PASANGAN RABAT BETON TUMBUK T = 5 cm- Pekerja HOK 0.5200 30,000.00 15,600.00 - Mandor HOK 0.0360 37,500.00 1,350.00 - Kepala Tukang HOK 0.0140 45,000.00 630.00 - Tukang Batu HOK 0.1350 40,000.00 5,400.00 - Kerikil M3 0.0500 80,400.00 4,020.00 - Pasir M3 0.0350 60,000.00 2,100.00 - PC ( 50 Kg ) zak 0.2750 41,000.00 11,275.00 Total 22,980.00 17,395.00 Total Harga 40,375.00

B3 1 M' SALURAN GREVEL BETON 1/2 Q 20 cm + PASANG- Galian tanah M3 0.150 17,539.20 2,630.88 - Grevel beton 1/2 Q 20 cm Bh 1.000 18,000.00 18,000.00

- - - Upah Kerja Ls 0.350 23,384.53 8,184.59 Total 20,630.88 8,184.59 Total Harga 28,815.47

B4 1 M3 PASANGAN AANSTAMPING- Batu belah M3 1.2000 54,000.00 64,800.00

KODE

SATUAN

KOEFISIEN

HARGA SATUAN Rp

SUB TOTAL UPAH KERJA

Rp

SUB TOTAL BAHAN

Rp

JUMLAH HARGA Rp

- Pasir Urug M3 0.4000 30,000.00 12,000.00 - Pekerja HOK 1.1250 18,000.00 20,250.00 - Tukang Batu Setengah Terampil HOK 0.0563 22,000.00 1,238.60 - Kepala Tukang Batu HOK 0.0750 25,000.00 1,875.00 - Mandor HOK 0.0560 26,000.00 1,456.00 Total 24,819.60 76,800.00 Total Harga 101,619.60

B5 1 M3 PASANGAN PONDASI 1: 5- Tukang batu setengah terampil HOK 1.1250 22,000.00 24,750.00 - Kepala tukang batu HOK 0.1125 25,000.00 2,812.50 - Pekerja HOK 2.2500 18,000.00 40,500.00 - Mandor HOK 0.0169 26,000.00 439.40 - Batu belah M3 1.2000 54,000.00 64,800.00 - PC ( 50 Kg ) zak 2.1600 34,200.00 73,872.00 - Pasir pasang M3 0.4300 42,000.00 18,060.00 Total 68,501.90 156,732.00 Total Harga 225,233.90

B6 1 M3 URUGAN TANAH PENINGGIAN LANTAI- Tanah Urug M3 1.200 24,300.00 29,160.00 - Pekerja HOK 0.150 18,000.00 2,700.00 - Peralatan Lot 0.050 31,860.00 1,593.00 Total 2,700.00 30,753.00 Total Harga 33,453.00

C1 1 M3 PASANGAN PONDASI 1:3- Kepala tukang batu HOK 0.1125 25,000.00 2,812.50 - Tukang batu setengah terampil HOK 1.1250 22,000.00 24,750.00 - Pekerja HOK 2.2500 18,000.00 40,500.00 - Mandor HOK 0.0169 26,000.00 439.40 - Batu belah M3 1.2000 54,000.00 64,800.00 - PC ( 50 Kg ) Zak 3.2400 34,200.00 110,808.00 - Pasir pasang M3 0.3480 42,000.00 14,616.00 Total 68,501.90 190,224.00 Total Harga 258,725.90

C2 1 M2 PASANGAN DINDING 1:5- Kepala Tukang batu HOK 0.0158 25,000.00 395.00 - tukang batu setengah terampil HOK 0.1805 22,000.00 3,971.00 - Pekerja setengah terampil HOK 0.3218 19,000.00 6,114.20 - Mandor HOK 0.0083 26,000.00 215.80 - Batu bata Bh 70.0000 300.00 21,000.00 - PC ( 50 Kg ) Zak 0.2592 34,200.00 8,864.64 - Pasir pasang M3 0.0580 42,000.00 2,436.00 Total 10,696.00 32,300.64 Total Harga 42,996.64

C3 1 M3 PASANGAN DINDING 1:3- Tukang batu setengah terampil HOK 0.2140 22,500.00 4,815.00 - Kepala tukang batu HOK 0.0210 25,000.00 525.00 - Pekerja setengah terampil HOK 0.4290 19,000.00 8,151.00 - Mandor HOK 0.0110 26,000.00 286.00 - batu bata Bh 70.0000 300.00 21,000.00 - PC ( 50 Kg ) Zak 0.5250 34,200.00 17,955.00 - Pasir pasang M3 0.0540 42,000.00 2,268.00 Total 13,777.00 41,223.00 Total Harga 55,000.00

C5 1 M2 PLESTERAN 1:3 + ACIAN- Tukang batu setengah terampil HOK 0.2140 22,000.00 4,708.00 - Kepala tukang batu HOK 0.0210 25,000.00 525.00 - Pekerja setengah terampil HOK 0.2860 19,000.00 5,434.00 - Mandor HOK 0.0200 26,000.00 520.00 - PC ( 50 Kg ) Zak 0.1600 34,200.00 5,472.00 - Pasir pasang M3 0.0190 42,000.00 798.00 Total 11,187.00 6,270.00 Total Harga 17,457.00

D1 1 M2 PLESTERAN 1:5 + ACIAN- Tukang Batu setengah terampil HOK 0.2140 22,000.00 4,708.00 - Kepala tukang batu HOK 0.0210 25,000.00 525.00 - Pekerja setengah terampil HOK 0.2860 19,000.00 5,434.00 - Mandor HOK 0.0200 26,000.00 520.00 - PC ( 50 Kg ) Zak 0.1080 34,200.00 3,693.60 - Pasir pasang M3 0.0190 42,000.00 798.00 Total 11,187.00 4,491.60 Total Harga 15,678.60

D2 I UNIT BAK KONTROL GREVEL 40 X 40 CM- Galian tanah M3 0.175 17,539.20 3,069.36 - Urugan Pasir M3 0.039 64,875.00 2,530.13 - Pas. Bata 1:3 M3 0.085 55,000.00 4,675.00 - Plesteran 1:3 M2 1.850 17,457.00 32,295.45 Total 42,569.94 - Total Harga 42,569.94

D3 1 KG BESI BETON TERPASANG U. 24

- Besi beton rata - rata Kg 1.0500 5,280.00 5,544.00 - Kawat beton Kg 0.0100 4,800.00 48.00 - Tukang besi setengah terampil HOK 0.0250 19,000.00 475.00 - Tukang Besi beton terampil HOK 0.0150 21,000.00 315.00 - Kepala tukang besi beton HOK 0.0100 27,000.00 270.00 - Mandor HOK 0.0050 26,000.00 130.00 - Peralatan, Spencer Lot 0.0200 6,782.00 135.64 Total 1,190.00 5,727.64 Total Harga 6,917.64

D4 1 M' SALURAN GORONG - GORONG BUIS BETON Q 30 cm + PASANGAN- Galian tanah M3 0.200 17,539.20 3,507.84 - Gorong - gorong Q 30 cm Bh 1.000 21,000.00 21,000.00 - Pas. Bata + Plesteran 1:3 M3 1.000 72,457.00 72,457.00 - Upah Kerja Ls 1.000 96,964.84 96,964.84 Total 96,964.84 96,964.84 Total Harga 193,929.68

E1 1 M3 COR BETON SITE MIX K 175- PC ( 50 Kg ) Zak 6.8000 34,200.00 232,560.00 - Split pecah mesin 2/3 M3 0.8300 80,400.00 66,732.00 - Pasir beton M3 0.5400 60,000.00 32,400.00 - Pekerja HOK 3.0000 18,000.00 54,000.00 - Tukang batu setengah terampil HOK 0.5000 22,000.00 11,000.00 - Kepala tukang batu HOK 0.0500 25,000.00 1,250.00 - Mandor HOK 0.0100 26,000.00 260.00 - Peralatan Lot 0.0700 398,202.00 27,874.14 Total 66,510.00 359,566.14 Total Harga 426,076.14

E2 1 M2 BEKISTING DENGAN PAPAN- Papan terentang (dihitung 2 x pakai ) M3 0.024 390,000.00 7,020.00 75 %- Kaso 5/7 kayu terentang ( dihitung M3 0.017 390,000.00 3,315.00 2 x pakai ) 50 %- paku Kg 0.400 7,200.00 2,880.00 - Pekerja HOK 0.120 18,000.00 2,160.00 - Tukang kayu setengah terampil HOK 0.150 23,000.00 3,450.00 - Kepala tukang kayu HOK 0.150 27,000.00 4,050.00 - Mandor HOK 0.050 26,000.00 1,300.00 - Tukang kayu 1/2 terampil ( bongkar HOK 0.120 23,000.00 2,760.00 Cetakan Bekisting )Total 13,720.00 13,215.00 Total Harga 26,935.00

E3 1 M2 PASANGAN STOOTWERK- Kayu stoot ( Dinding 2x pakai ) 50% btg 9.000 5,460.00 49,140.00 - Papan terentang M3 0.016 390,000.00 6,240.00 - Paku Kg 0.500 7,200.00 3,600.00 - Pekerja HOK 0.150 18,000.00 2,700.00 - Tukang kayu terampil HOK 0.200 24,000.00 4,800.00 - Kepala tukang kayu HOK 0.200 27,000.00 5,400.00 - Mandor HOK 0.017 26,000.00 442.00 Total 13,342.00 58,980.00 Total Harga 72,322.00

E4 1 M3 BETON 15/15 K 175- Besi beton + kawat beton Kg 229.3300 6,917.64 1,586,422.38 - Papan bekisting M2 13.3300 26,935.00 359,043.55 - Campuran Beton K 175 M3 1.0000 426,076.14 426,076.14 Total 785,119.69 1,586,422.38 Total Harga 2,371,542.07

E5 1 M3 BETON 15/20 K 175- Besi beton + kawat Beton Kg 198.9500 6,917.64 1,376,264.48 - Papan Bekisting M2 13.3300 26,935.00 359,043.55 - Campuran Beton K 175 M3 1.0000 426,076.14 426,076.14 Total 785,119.69 1,376,264.48 Total Harga 2,161,384.17

E6 1 M3 BETON 15/25 K 175- Besi Beton + Kawat beton Kg 219.220 6,917.64 1,516,485.04 - Papan Bekisting M2 21.340 26,935.00 574,792.90 - Campuran Beton K 175 M3 1.000 426,076.14 426,076.14 Total 1,000,869.04 1,516,485.04 Total Harga 2,517,354.08

E7 1 M3 BETON 20/20 K 175- Besi Beton + Kawat Beton Kg 107.000 6,917.64 740,187.48 - Papan bekisting M2 20.000 26,935.00 538,700.00 - Campuran Beton K 175 M3 1.000 426,076.14 426,076.14 Total 964,776.14 740,187.48

Total Harga 1,704,963.62 E8 1 M3 BETON 20/40 K 175x - Besi Beton + kawat beton Kg 100.880 6,917.64 697,851.52

- Papan Bekisting M2 12.500 26,935.00 336,687.50 - Campuran Beton K 175 M3 1.000 426,076.14 426,076.14

Total 762,763.64 697,851.52 Total Harga 1,460,615.16

F1 1 M3 BETON 20/30 K 175- Besi Beton + Kawat Beton Kg 244.020 6,917.64 1,688,042.51 - Papan Bekisting M2 20.000 26,935.00 538,700.00 - Campuran Beton K 175 M3 1.000 426,076.14 426,076.14 - Stootwerk M2 2.080 72,322.00 150,429.76 Total 1,115,205.90 1,688,042.51 Total Harga 2,803,248.41

F2 1 M3 BETON 12/12 - Besi Beton + Kawat Beton Kg 229.330 6,917.64 1,586,422.38 - Papan Bekisting M2 20.000 26,935.00 538,700.00 - Campuran Beton K 175 M3 1.000 426,076.14 426,076.14 Total 964,776.14 1,586,422.38 Total Harga 2,551,198.52

F3 1 M3 PLAT MEJA BETON TEBAL 10 CM K 175- Besi Beton + Kawat Beton Kg 115.000 6,917.64 795,528.60 - Papan Bekisting M2 10.000 26,935.00 269,350.00 - Campuran Beton K 175 M3 1.000 426,076.14 426,076.14 Total 695,426.14 795,528.60 Total Harga 1,490,954.74

F4 1 M3 KUDA-KUDA KAYU GUNUNG KLAS II KUAT- Balok kayu M3 1.1000 2,250,000.00 2,475,000.00 - Paku 8 s/d 12 mm HOK 5.8000 7,200.00 41,760.00 - Pekerja setengah terampil HOK 3.0000 19,000.00 57,000.00 - Tukang Kayu terampil HOK 5.0000 24,000.00 120,000.00 - Kepala Tukang Kayu HOK 2.0000 27,000.00 54,000.00 - Mandor HOK 0.4000 26,000.00 10,400.00 Total 241,400.00 2,516,760.00 Total Harga 2,758,160.00

F5 1M2 PASANGAN RANGKA ATAP KAYU GUNUNG KLAS II KUAT- Kaso 5/7 Kayu Gunung M3 0.0168 1,320,000.00 22,176.00 - Reng 2/3 Kayu Gunung M' 4.0000 720.00 2,880.00 - Paku Kg 0.2500 7,200.00 1,800.00 - Pekerja Setengah Terampil HOK 0.1500 19,000.00 2,850.00 - Tukang kayu terampil HOK 0.1500 24,000.00 3,600.00 - Kepala Tukang kayu HOK 0.0100 27,000.00 270.00 - Mandor HOK 0.0050 26,000.00 130.00 Total 6,850.00 26,856.00 Total Harga 33,706.00

F6 1 M2 PASANGAN GENTENG PALENTONG - Genteng Palentong Bh 25.000 900.00 22,500.00 - Ongkos Pasang Ls 1.000 2,500.00 2,500.00 Total 2,500.00 22,500.00 Total Harga 25,000.00

F6 A 1 M2 PASANGAN GENTENG BETON PRES- Genteng beton Pres Bh 9.000 1,920.00 17,280.00 - Pekerja HOK 0.150 18,000.00 2,700.00 - Tukang Kayu 1/2 terampil HOK 0.100 23,000.00 2,300.00 - KepalaTukang Kayu HOK 0.010 27,000.00 270.00 Mandor HOK 0.005 26,000.00 130.00 Total . 5,400.00 17,280.00 Total Harga 22,680.00

F7 1 M' PAS. BUBUNGAN ATAP GENTENG EX JATIWANGI- Genteng Bubungan Bh 3.500 1,800.00 6,300.00 - PC ( 50 Kg ) Zak 0.130 34,200.00 4,446.00 - Pasir pasang M3 0.210 42,000.00 8,820.00 - Pekerja setengah terampil HOK 0.150 19,000.00 2,850.00 - Tukang batu terampil HOK 0.200 22,000.00 4,400.00 - Kepala tukang batu HOK 0.010 25,000.00 250.00 - Peralatan Lot 0.065 31,821.71 2,068.41 Total 7,500.00 21,634.41 Total Harga 29,134.41

F7 A 1 M' PAS. BUBUNGAN ATAP GENTENG BETON- Genteng Bubungan genteng Beton Bh 3.000 2,700.00 8,100.00 - PC ( 50 Kg ) Zak 0.130 34,200.00 4,446.00 - Pasir pasang M3 0.210 42,000.00 8,820.00 - Pekerja setengah terampil HOK 0.150 19,000.00 2,850.00 - Tukang batu terampil HOK 0.200 24,000.00 4,800.00 - Kepala tukang batu HOK 0.010 25,000.00 250.00 - Mandor HOK 0.005 26,000.00 130.00 - Peralatan Lot 0.065 29,396.00 1,910.74 Total 8,030.00 23,276.74

Total Harga 31,306.74 F8 PEKERJAAN DAUN PINTU DOUBLE TRIPLEK

- Triplek 4 mm Uk. Pintu Lbr 1.000 39,000.00 39,000.00 - Rangka kayu M3 0.025 - - - Paku Kg 0.055 7,200.00 396.00 - Pekerja Terampil HOK 0.300 21,000.00 6,300.00 - Tukang kayu setengah terampil HOK 1.500 23,000.00 34,500.00 - Kepala Tukang kayu HOK 0.200 27,000.00 5,400.00 - Mandor HOK 0.020 26,000.00 520.00 Total 85,720.00 396.00 Total Harga 86,116.00

G1 1 M3 PEK. SILANG GEMPA DAN ANGIN 6/12 KAYU GUNUNG KLAS II KUAT- Balok 6/12 kayu M3 1.0000 2,250,000.00 2,250,000.00 - Baut / Mur Kg 13.2800 8,400.00 111,552.00 - Tukang kayu setengah terampil HOK 0.1680 23,000.00 3,864.00 - Kepala Tukang kayu HOK 0.1700 27,000.00 4,590.00 - Pekerja HOK 0.5000 18,000.00 9,000.00 - Mandor HOK 0.2500 26,000.00 6,500.00 Total 23,954.00 2,361,552.00 Total Harga 2,385,506.00

G2 1 M2 PEK. RANGKA PLAPOND KAYU GUNUNG KLAS II KUAT + ETERNIT- Eternit 1 x 1 m Bh 1.0000 7,680.00 7,680.00 - kaso 5/7 kayu gunung M3 0.0140 1,320,000.00 18,480.00 - kaso 5/10 kayu gunung Klas II M3 0.0070 1,320,000.00 9,240.00 - Paku Kg 0.2200 7,200.00 1,584.00 - Pekerja setengah terampil HOK 0.2800 19,000.00 5,320.00 - Tukang Kayu terampil HOK 0.4000 24,000.00 9,600.00 - Kepala tukang kayu HOK 0.0400 27,000.00 1,080.00 - Mandor HOK 0.0140 26,000.00 364.00 Total 16,364.00 36,984.00 Total Harga 53,348.00

G3 1 M' PAS. LIST PLAPOND 1/4 KAYU GUNUNG- Kayu 1/4 M3 0.001 1,320,000.00 1,320.00 - Paku Kg 0.002 7,200.00 14.40 - Tukang kayu setengah terampil HOK 0.035 23,000.00 805.00 - Kepala tukang kayu HOK 0.022 27,000.00 594.00 Total 1,399.00 1,334.40 Total Harga 2,733.40

G4 1 M2 PEKERJAAN JALUSI ATAP KAYU GUNUNG KLAS II KUAT- Kayu M3 0.0100 1,320,000.00 13,200.00 - Paku Kg 2.5000 7,200.00 18,000.00 - Lem Putih ( FOX ) HOK 0.3000 10,800.00 3,240.00 - Pekerja terampil HOK 0.4500 21,000.00 9,450.00 - Tukang kayu setengah terampil HOK 0.9500 23,000.00 21,850.00 - Kepala tukang kayu HOK 0.1300 27,000.00 3,510.00 - Mandor HOK 0.0150 26,000.00 390.00 Total 35,200.00 34,440.00 Total Harga 69,640.00

H1 1 M1 PEKERJAAN LISTPLANK 3/25 KAYU GUNUNG KLAS II KUAT- Papan 3/25 M3 0.0080 1,320,000.00 10,560.00 - Paku Kg 0.0010 7,200.00 7.20 - Pekerja terampil HOK 0.0700 21,000.00 1,470.00 - Tukang kayu setengah terampil HOK 0.2000 23,000.00 4,600.00 - Kepala tukang kayu HOK 0.0200 27,000.00 540.00 - Mandor HOK 0.0040 26,000.00 104.00 Total 6,721.20 10,560.00 Total Harga 17,281.20

H2 1 M3 PEKERJAAN KUSEN KAYU GUNUNG KLAS II KUAT- Balok 6/15 kayu gunung M3 1.100 2,250,000.00 2,475,000.00 - Paku Kg 2.500 7,200.00 18,000.00 - Lem Putih ( FOX ) Kg 1.000 10,800.00 10,800.00 - Pekerja terampil HOK 4.000 21,000.00 84,000.00 - Tukang Kayu terampil HOK 15.000 24,000.00 360,000.00 - Kepala tukang kayu HOK 2.700 27,000.00 72,900.00 - Mandor HOK 0.500 26,000.00 13,000.00 Total 529,900.00 2,503,800.00 Total Harga 3,033,700.00

H3 1 M2 PEKERJAAN DAUN PINTU PANILKAYU GUNUNG I- Rangka + Panil M3 0.0500 2,250,000.00 112,500.00 - Lem putih Kg 0.7500 10,800.00 8,100.00

- List Profil M' 4.0000 5,500.00 22,000.00 - Pekerja terampil HOK 0.6000 21,000.00 12,600.00 - Tukang kayu terampil HOK 2.6000 24,000.00 62,400.00 - Kepala tukang kayu HOK 0.2600 27,000.00 7,020.00 - Mandor HOK 0.0260 26,000.00 676.00 Total 82,696.00 142,600.00 Total Harga 225,296.00

H4 1 M2 PAPAN JALUSI JENDELA KAYU GUNUNG- Papan Jalusi M3 0.020 2,250,000.00 45,000.00 - Lem Putih Kg 0.200 10,800.00 2,160.00 - Pekerja setengah terampil HOK 0.400 19,000.00 7,600.00 - Tukang kayu terampil HOK 0.600 24,000.00 14,400.00 - Kepala tukang kayu HOK 0.070 27,000.00 1,890.00 - Mandor HOK 0.007 26,000.00 182.00 Total 24,072.00 47,160.00 Total Harga 71,232.00

I1 1 M2 DAUN JENDELA KACA KAYU GUNUNG ( TANPA KACA )- Papan kayu M3 0.017 2,250,000.00 38,250.00 - Lem Putih Kg 0.300 10,800.00 3,240.00 - List kayu M' 4.000 2,700.00 10,800.00 - Pekerja setengah terampil HOK 0.300 19,000.00 5,700.00 - Tukang kayu terampil HOK 1.200 24,000.00 28,800.00 - Kepala Tukang kayu HOK 0.120 27,000.00 3,240.00 - Mandor HOK 0.020 26,000.00 520.00 Total 38,260.00 52,290.00 Total Harga 90,550.00

I2 1 M3 PASANGAN PAPAN RUITER KAYU GUNUNGx - Papan kayu 3/20 M3 1.1000 2,250,000.00 2,475,000.00

- paku Kg 0.2000 7,200.00 1,440.00 - Pekerja HOK 0.1000 18,000.00 1,800.00 - Tukang Kayu setengah terampil HOK 0.0500 23,000.00 1,150.00 - Kepala tukang kayu HOK 0.0070 27,000.00 189.00 Total 3,139.00 2,476,440.00 Total Harga 2,479,579.00

I3 1 M2 PENGECATAN KAYU BERIKUT MENI- Meni Kayu Kg 0.167 9,000.00 1,503.00 - Dempul kayu Kg 0.083 12,000.00 996.00 - Cat kayu merk Seiv Dov Kg 0.200 27,000.00 5,400.00 - Minyak cat Ltr 0.150 10,560.00 1,584.00 - Ampelas kayu Lbr 0.400 2,400.00 960.00 - Kwas 4" Bh 0.050 12,000.00 600.00 - Pekerja setengah terampil HOK 0.200 19,000.00 3,800.00 - Tukang cat terampil HOK 0.300 24,000.00 7,200.00 - Kepala tukang cat HOK 0.030 30,000.00 900.00 - Mandor HOK 0.010 26,000.00 260.00 Total 12,160.00 11,043.00 Total Harga 23,203.00

I4 1 M' PLASING SENG BJLS 30"- Seng BJLS 30" Lbr 0.5000 19,500.00 9,750.00 - Papan 2/10 M3 0.0200 390,000.00 7,800.00 - Ongkos pasang Ls 0.0500 17,550.00 877.50 Total 18,427.50 Total Harga 18,427.50

J1 1 M2 PENGECATAN DINDING DENGAN SANLEX ( 3 X )- Cat tembok setara Sanlex Kg 0.175 6,720.00 1,176.00 - Plamour Tembok Kg 0.160 6,000.00 960.00 - Rol Cat Bh 0.010 18,000.00 180.00 - Ampelas kayu Lbr 0.500 2,400.00 1,200.00 - Pekerja setengah terampil HOK 0.104 19,000.00 1,976.00 - Tukang cat setengah terampil HOK 0.182 22,500.00 4,095.00 - Kepala tukang cat HOK 0.0195 30,000.00 585.00 - Mandor HOK 0.010 26,000.00 260.00 - Steger Werk Lot 0.045 10,432.00 469.44Total 6,916.00 3,985.44 Total Harga 10,901.44

J2 1 M2 PENGECATAN PLAPOND DENGAN SANLEX ( 3 X )- Cat tembok setara Sanlex Kg 0.200 6,720.00 1,344.00 - Plamour Tembok Kg 0.160 6,000.00 960.00 - Rol Cat Bh 0.010 18,000.00 180.00 - Ampelas kayu Lbr 0.500 2,400.00 1,200.00 - Pekerja setengah terampil HOK 0.104 19,000.00 1,976.00 - Tukang cat setengah terampil HOK 0.182 22,500.00 4,095.00 - Kepala tukang cat HOK 0.0195 30,000.00 585.00 - Mandor HOK 0.010 26,000.00 260.00 - Steger Werk Lot 0.043 10,600.00 455.80 Total 6,916.00 4,139.80 Total Harga 11,055.80

J3 1 M2 PENGECATAN GENTING- Cat Genting Kg 0.175 14,500.00 2,537.50 - Sikat kawat Bh 0.050 6,000.00 300.00 - Kwas 4 Inc Bh 0.050 12,000.00 600.00 - Pekerja setengah terampil HOK 0.500 19,000.00 9,500.00 - Tukang cat setengah terampil HOK 0.182 22,500.00 4,095.00 - Kepala tukang cat HOK 0.0195 30,000.00 585.00 - Mandor HOK 0.010 26,000.00 260.00 - Steger Werk Lot 0.050 17,877.50 893.88 Total 14,440.00 4,331.38 Total Harga 18,771.38

J4 1 M2 PLITURAN DAUN PINTU - Dempul plitur ( Dempul kasar ) Kg 0.030 12,000.00 360.00 - Wood Filer Kg 0.200 25,740.00 5,148.00 - Oker Putih Kg 0.020 2,160.00 43.20 - Oker Coklat warna Kg 0.010 6,480.00 64.80 - Batu apung ( batu gosok ) Kg 0.100 8,400.00 840.00 - Sirlak Ex India Kg 0.200 86,400.00 17,280.00 - Kwas 4 " Bh 0.010 12,000.00 120.00 - Spirtus Ltr 0.200 6,000.00 1,200.00 - Ampelas kayu Lbr 0.100 2,400.00 240.00 - Pekerja setengah terampil HOK 0.250 19,000.00 4,750.00 - Tukang pelitur setengah terampil HOK 0.285 22,500.00 6,412.50 - Kepala tukang cat/pelitur HOK 0.040 30,000.00 1,200.00 - Mandor HOK 0.020 26,000.00 520.00 Total 12,882.50 25,296.00 Total Harga 38,178.50

J5 1 M2 CAT SOLIGNUM RANGKA ATAP- Cat Solignum Galon 0.012 24,000.00 288- Kuas 4" Bh 0.070 12,000.00 840- Pekerja HOK 0.030 18,000.00 540.00 - Tukang cat setengah terampil HOK 0.015 22,500.00 337.50 - Kepala tukang cat HOK 0.020 30,000.00 600.00 Total 1,477.50 1128Total Harga 2,605.50

K1 1 M3 PEKERJAAN GORDING DAN BALOK NON KAYU GUNUNG- Balok 8/12 kayu M3 1.000 2,250,000.00 2250000- Paku Kg 6.500 7,200.00 46,800.00 - Tukang kayu setengah terampil HOK 0.168 23,000.00 3,864.00 - Kepala tukang kayu HOK 0.170 27,000.00 4,590.00 - Pekerja HOK 0.500 18,000.00 9,000.00 - Mandor HOK 0.250 26,000.00 6,500.00 Total 23,954.00 2,296,800.00 Total Harga 2,320,754.00

K2 1 M2 PASANGAN LANTAI KERAMIK 30 X 30 DN PUTIH POLOS- Keramik 30 x 30 M2 1.010 30,000.00 30,300.00 - PC ( 50 Kg ) Zak 0.160 34,200.00 5,472.00 - Pasir pasang M3 0.030 42,000.00 1,260.00 - PC warna Kg 0.013 2,750.00 35.75 - Pekerja terampil HOK 0.190 21,000.00 3,990.00 - Tukang batu terampil HOK 0.375 24,000.00 9,000.00 - Kepala tukang batu HOK 0.075 25,000.00 1,875.00 - Mandor HOK 0.020 26,000.00 520.00 Total 15,385.00 37,067.75

Total Harga 52,452.75 K3 1 M2 PASANGAN LANTAI KERAMIK 30X30 KM/WC ANTI SLIP

- Keramik 30 x 30 M2 1.0100 49,500.00 49,995.00 - PC ( 50 Kg ) Zak 0.1600 34,200.00 5,472.00 - Pasir pasang M3 0.0300 42,000.00 1,260.00 - PC warna Kg 0.0130 2,750.00 35.75 - Pekerja terampil HOK 0.2810 21,000.00 5,901.00 - Tukang batu terampil HOK 0.5630 24,000.00 13,512.00 - Kepala tukang batu HOK 0.1130 25,000.00 2,825.00 - Mandor HOK 0.0280 26,000.00 728.00 Total 22,966.00 56,762.75 Total Harga 79,728.75

K4 1 M2 PASANGAN DINDING KERAMIK 20X20 DN PUTIH POLOS- Keramik 20 x 20 M2 1.0100 33,000.00 33,330.00 - PC ( 50 Kg ) Zak 0.1600 34,200.00 5,472.00 - Pasir pasang M3 0.0300 42,000.00 1,260.00 - PC warna Kg 0.0130 2,750.00 35.75

- Pekerja terampil HOK 0.1875 21,000.00 3,937.50 - Tukang batu terampil HOK 0.3750 24,000.00 9,000.00 - Kepala tukang batu HOK 0.0750 25,000.00 1,875.00 - Mandor HOK 0.0188 26,000.00 488.80 Total 15,301.30 40,097.75 Total Harga 55,399.05

K5 1 M2 PEKERJAAN HAMPARAN BATU KERIKIL BULAT TEBAL 7.50 CM- Batu kerikil bulat M2 0.250 17,160.00 4,290.00 - Pekerja Terampil HOK 0.110 21,000.00 2,310.00 - Peralatan HOK 1.000 6,600.00 6,600.00 Total 2,310.00 10,890.00 Total Harga 13,200.00

L1 1 M2 PASANGAN BATU TEMPEL HITAM- Batu tempel M2 1.100 75,900.00 83,490.00 - PC ( 50 Kg ) Kg 0.120 34,200.00 4,104.00 - Pasir pasang M3 0.031 42,000.00 1,302.00 - Pekerja terampil HOK 0.188 21,000.00 3,948.00 - Tukang batu terampil HOK 0.225 24,000.00 5,400.00 - Kepala tukang batu HOK 0.038 25,000.00 950.00 - Mandor HOK 0.034 26,000.00 884.00 - Peralatan Ls 1.000 100,078.00 100,078.00 Total 11,182.00 188,974.00 Total Harga 200,156.00

L2 1 M2 PEKERJAAN DAUN PINTU PANIL KACA TANPA KACA + RANGKA KAYU GUNUNG- Rangka kayu gunung Kl II M3 0.020 2,250,000.00 45,000.00 - Lem Putih Kg 0.600 10,800.00 6,480.00 - List Kayu kamper banjar M' 4.000 1,800.00 7,200.00 - Pekerja Terampil HOK 0.400 21,000.00 8,400.00 - Tukang kayu terampil HOK 1.400 24,000.00 33,600.00 - Kepala tukang kayu HOK 0.140 27,000.00 3,780.00 - Mandor HOK 0.014 26,000.00 364.00 Total 46,144.00 58,680.00 Total Harga 104,824.00

L3 1 M2 PEK. DAUN PINTU PANIL 4 MM BAGIAN DALAM LAPIS ALUMUNIUM + RANGKA KAYU GUNUNG- Papan Kayu gunung M3 0.025 2,250,000.00 56,250.00 - Alumunium Sheet 0.30 mm Lbr 1.800 36,000.00 64,800.00 - Paku Triplek Kg 0.200 7,200.00 1,440.00 - Lem Putih Fox Kg 0.500 10,800.00 5,400.00 - Pekerja 1/2 terampil HOK 0.300 19,000.00 5,700.00 - Tukang kayu terampil HOK 1.300 24,000.00 31,200.00 - Kepala tukang kayu HOK 0.130 27,000.00 3,510.00 - Mandor HOK 0.130 26,000.00 3,380.00 Total 43,790.00 127,890.00 Total Harga 171,680.00

L4 1 M3 PEKERJAAN STRIPING TANAH TEBAL = 0,20 M2- Pekerja 1/2 terampil HOK 0.050 19,000.00 950.00 - Mandor HOK 0.005 26,000.00 130.00 - Alat bantu Ls 1.000 1,080.00 1,080.00 Total 1,080.00 1,080.00 Total Harga 2,160.00

L5 1 M' TALANG SENG BJLS 30" + PAPAN- Seng BJLS 30" Lbr 1.000 19,500.00 19,500.00 - Papan 2/20 M' 1.000 2,280.00 2,280.00 - Ongkos Pasang Ls 1.000 21,780.00 21,780.00 Total 43,560.00 Total Harga 43,560.00

M1 1 M3 PASANGAN PONDASI KIRMIR 1:4 PAKAI BATU MUKA + SIARAN- Tukang batu setengah terampil HOK 1.125 32,000.00 36,000.00 - Kepala tukang batu HOK 0.113 40,000.00 4,520.00 - Pekerja terampil HOK 1.250 30,000.00 37,500.00 - Mandor HOK 0.017 37,500.00 637.50 - Batu Belah M3 1.500 54,000.00 81,000.00 - PC ( 50 Kg ) Zak 1.250 34,200.00 42,750.00 - Pasir pasang M3 0.348 42,000.00 14,616.00 Total 78,657.50 138,366.00 Total Harga 217,023.50

M2 1 M' PEKERJAAN PAGAR DEPAN BRC BERIKUT TIANG- Bouplank M' 1.000 13,328.48 13,328.48 - Galian tanah M3 0.480 17,539.20 8,418.82 - Pas. Batu belah 1pc : 4 Psr M3 0.360 225,233.90 81,084.20 - Plesteran & acian 1 PC : 4 Psr M2 0.410 17,457.00 7,157.37 - Pas. Bata 1:3 M2 0.500 55,000.00 27,500.00 - Pagar BRC + Tiang M' 1.010 172,800.00 174,528.00 - Pengecatan M3 0.410 10,379.29 4,255.51 Total 316,272.38 Total Harga 316,272.38

M3 1 M2 PEKERJAAN PAGAR BELAKANG / SAMPING KAWAT DURI- Galian tanah M3 0.216 17,539.20 3,788.47 - Pas. Batu belah 1 pc : 4 Psr M3 0.060 225,233.90 13,514.03

- Plesteran & Acian 1pc : 3 Psr M2 0.250 17,457.00 4,364.25 - Besi Siku Kg 2.000 4,200.00 8,400.00 - Besi Stoot Q 6 mm + Baut Kg 0.550 4,200.00 2,310.00 - Kawat duri M2 1.000 2,400.00 2,400.00 - Pengecatan Ls 1.000 10,901.44 10,901.44 Total 45,678.19 Total Harga 45,678.19

M4 1 M' SALURAN GORONG - GORONG BUIS BETON Q 30 mm + PASANGAN- Galian tanah M3 0.400 17,539.20 7,015.68 - Gorong - gorong Q 30 cm Bh 1.000 21,000.00 21,000.00 - Pas. Bata + Plesteran 1:3 M3 1.000 72,457.00 72,457.00 - Upah Kerja Ls 1.000 100,472.68 100,472.68 Total 200,945.36 Total Harga 200,945.36

M5 1 M2 PASANGAN RABAT BETON TEBAL 7.50 cm- Pekerja HOK 0.750 18,000.00 13,500.00 - Mandor HOK 0.086 26,000.00 2,236.00 - Kepala tukang HOK 0.024 25,000.00 600.00 - Tukang batu terampil HOK 0.135 24,000.00 3,240.00 - Kerikil M3 0.050 80,400.00 4,020.00 - Pasir M3 0.035 60,000.00 2,100.00 - PC ( 50 Kg ) Zak 0.461 34,200.00 15,766.20 Total 19,576.00 21,886.20 Total Harga 41,462.20

N1 1 UNIT SEPTICTANK 2 X 1,5 X 1,5 M + REMBESANNYA ( TYPE KECIL )- Galian Tanah M3 4.500 17,539.20 78,926.40 - Pasir urug M3 0.214 64,875.00 13,883.25 - Lantai Kerja M3 2.250 40,375.00 90,843.75 - Pas. Bata 1 Pc : 3 Ps + Plesteran M2 15.000 72,457.00 1,086,855.00 - Plat penutup Beton M3 0.300 1,490,954.74 447,286.42 - Pipa PVC 4" jenis AW + sambungan M' 5.400 - - - Pipa GIV 1 1/2 M' 1.200 72,000.00 86,400.00 - Galian tanah untuk rembesan M3 3.375 23,027.76 77,718.69 - Pas. Injuk Kg 5.400 10,800.00 58,320.00 - Urugan kerikil 3,50 cm M3 1.050 73,200.00 76,860.00 - Pipa PVC 4 " berlobang jenis AW M' 5.000 (3,000.00) (15,000.00)- Urugan kembali / peralatan tanah M3 1.125 7,119.75 8,009.72 - Tambahan upah Ls 1.000 30,000.00 30,000.00 Total 1,803,523.23 236,580.00 Total Harga 2,040,103.23

N2 1 M2 PEKERJAAN LANTAI KERJA 1:3:5 TEBAL 5 cm- PC ( 50 Kg ) Zak 3.965 34,200.00 135,603.00 - Pasir beton M3 0.550 60,000.00 33,000.00 - Split pecah Mesin 2/3 M3 0.930 80,400.00 74,772.00 - Peralatan Ls 1.000 3,000.00 3,000.00 - Pekerja HOK 2.000 18,000.00 36,000.00 - Tukang batu 1/2 terampil HOK 0.500 22,000.00 11,000.00 - Kepala tukang batu HOK 0.050 25,000.00 1,250.00 - Mandor HOK 0.010 26,000.00 260.00 Total 12,510.00 282,375.00 Total Harga 294,885.00

N3 1 M2 PEKERJAAN ONDERLAG BATU BELAH T = 20 cm- Pasir pasang M3 0.150 42,000.00 6,300.00 - Batu Belah M3 0.250 54,000.00 13,500.00 - Pekerja terampil ( Gali+Urug+Ampar ) HOK 0.150 30,000.00 4,500.00 - Peralatan Ls 1.000 24,300.00 24,300.00 Total 44,100.00 Total Harga 44,100.00

N4 1 UNIT SEPTICTANK BUIS BETON Q 100 CM + RESAPAN KEDALAMAN 2 M- Galian tanah M3 2.412 17,539.20 42,304.55 - Buis beton Q 100 cm Bh 4.000 111,000.00 444,000.00 - Plat penutup beton ( t = 10 cm ) M3 0.077 1,490,954.74 114,803.51 - Urugan Pasir M2 0.038 64,875.00 2,465.25 - Plesteran 1 PC : 3 Psr M3 0.314 17,457.00 5,481.50 - Pipa GIV 1 1/2 M' 1.500 72,000.00 108,000.00 - Pas. Injuk Kg 4.000 2,970.00 11,880.00 - Urugan Pasir M3 0.353 64,875.00 22,900.88 - Tambahan Upah Ls 0.600 12,000.00 7,200.00 Total 759,035.69 Total Harga 759,035.69

O1 1 M2 PASANGAN LANTAI UBIN ABU - ABU 20 X20- Ubin 20 x 20 Bh 25.000 1,020.00 25,500.00 - PC ( 50 Kg ) Zak 0.160 34,200.00 5,472.00

- Pasir Pasang M3 0.030 42,000.00 1,260.00 - Pekerja Terampil HOK 0.250 21,000.00 5,250.00 - Tukang Batu terampil HOK 0.400 24,000.00 9,600.00 - Kepala tukang batu HOK 0.050 25,000.00 1,250.00 - Mandor HOK 0.025 26,000.00 650.00 Total 16,750.00 32,232.00 Total Harga 48,982.00

O2 1 M2 WATER PROOFING PLAT BETON- Water Proof beton / aqua proof Kg 0.500 52,500.00 26,250.00 - Rol Cat Bh 0.010 18,000.00 180.00 - Sikat Kawat BH 0.010 6,000.00 60.00 - Pekerja setengah terampil HOK 0.104 19,000.00 1,976.00 - Tukang cat setengah terampil HOK 0.182 22,500.00 4,095.00 - Kepala tukang kayu HOK 0.020 27,000.00 540.00 - Mandor HOK 0.065 26,000.00 1,690.00 Total 2,230.00 32,561.00 Total Harga 34,791.00

O3 1 M2 PEK. RANGKA PLAPOND KAYU GUNUNG KLS II (Hanya rangka saja )- Kaso 5/7 kayu borneo M3 0.014 2,250,000.00 31,500.00 - Paku Kg 0.220 7,200.00 1,584.00 - Pekerja setengah terampil HOK 0.188 19,000.00 3,572.00 - Tukang kayu terampil HOK 0.225 24,000.00 5,400.00 - Kepala tukang kayu HOK 0.038 27,000.00 1,026.00 - Mandor HOK 0.011 26,000.00 286.00 Total 10,284.00 33,084.00 Total Harga 43,368.00

O4 1 M2 PEK. BAHAN PLAPOND ETERNIT 4 MM- Eternit 1 x 1 m Lbr 1.000 7,680.00 7,680.00 - Paku Kg 0.220 7,200.00 1,584.00 - Pekerja setengah terampil HOK 0.048 19,000.00 912.00 - Tukang kayu terampil HOK 0.113 24,000.00 2,712.00 - Kepala tukang kayu HOK 0.010 27,000.00 270.00 - Mandor HOK 0.003 26,000.00 78.00 Total 3,972.00 9,264.00 Total Harga 13,236.00

P1 1 M2 PEK. PAVING BLOCK T = 6 Cm NATURAL- Paving block M2 1.010 16,200.00 16,362.00 - Pasir beton M3 0.100 60,000.00 6,000.00 - Pekerja setengah terampil HOK 0.250 19,000.00 4,750.00 - Tukang batu setengah terampil HOK 0.500 22,000.00 11,000.00 - Kepala tukang batu HOK 0.025 25,000.00 625.00 - Mandor HOK 0.003 26,000.00 78.00 - Peralatan Ls 1.000 2,000.00 2,000.00 Total 16,453.00 24,362.00 Total Harga 40,815.00

P2 1 M2 PEK. PAVING BLOCK T = 8 Cm NATURAL- Paving block M2 1.010 20,400.00 20,604.00 - Pasir beton M3 0.100 60,000.00 6,000.00 - Pekerja setengah terampil HOK 0.250 19,000.00 4,750.00 - Tukang batu setengah terampil HOK 0.500 22,000.00 11,000.00 - Kepala tukang batu HOK 0.025 25,000.00 625.00 - Mandor HOK 0.003 26,000.00 78.00 - Peralatan Ls 1.000 2,000.00 2,000.00 Total 16,453.00 28,604.00 Total Harga 45,057.00

P3 1 M2 PERHITUNGAN DINDING PARTISI TEAXWOODX - Teaxwood M2 1.000 86,460.00 86,460.00

- Kaso 5/7 kayu gunung M3 0.014 1,320,000.00 18,480.00 - Paku Kg 0.220 7,200.00 1,584.00 - Kayu Balok 6/12 Btg 1.000 34,560.00 34,560.00 - Pekerja setengah terampil HOK 0.280 19,000.00 5,320.00 - Tukang kayu terampil HOK 0.400 24,000.00 9,600.00 - Kepala tukang kayu HOK 0.080 27,000.00 2,160.00 - Mandor HOK 0.014 26,000.00 364.00 Total 17,444.00 141,084.00 Total Harga 158,528.00

P4 1 M2 PEKERJAAN DAUN PINTU DOUBLE TAEKWOOD- Rangka kayu M3 0.025 2,250,000.00 56,250.00 - Paku Kg 0.055 7,200.00 396.00 - Pekerja Terampil HOK 0.300 21,000.00 6,300.00

- Tukang kayu setengah terampil HOK 1.500 23,000.00 34,500.00 - Kepala Tukang kayu HOK 0.200 27,000.00 5,400.00 - Mandor HOK 0.020 26,000.00 520.00 - Taexwood M2 1.000 86,460.00 86,460.00 Total 46,720.00 143,106.00 Total Harga 189,826.00

P5 1M2 PEK. RANGKA PLAFOND KAYU GUNUNG + TRIPLEK- Triplek 4 mm Lbr 1.000 54,600.00 54,600.00 - Kaso 5/7 kayu gunung M3 0.014 1,320,000.00 18,480.00 - Paku Kg 0.220 7,200.00 1,584.00 - pekerjaan 1/2 terampil HOK 0.280 19,000.00 5,320.00 - Tukang kayu terampil HOK 0.400 24,000.00 9,600.00 - Kepala tukang kayu HOK 0.080 27,000.00 2,160.00 - Mandor HOK 0.014 26,000.00 364.00 Total 17,444.00 74,664.00 Total Harga 92,108.00

P6 1M2 PEK. DINDING PARTISI DOUBLE TEXWOD- Texwod double 3 mm x 1 x 1 m Lbr 1.000 86,460.00 86,460.00 - Kaso 5/7 kayu gunung M3 0.014 1,320,000.00 18,480.00 - Paku Kg 0.220 7,200.00 1,584.00 - Kayu Balk 6/12 Btg 1.000 34,560.00 34,560.00 - pekerjaan 1/2 terampil HOK 0.280 19,000.00 5,320.00 - Tukang kayu terampil HOK 0.400 24,000.00 9,600.00 - Kepala tukang kayu HOK 0.080 27,000.00 2,160.00 - Mandor HOK 0.014 26,000.00 364.00 Total 17,444.00 141,084.00 Total Harga 158,528.00

P9 PAS. LANTAI MULTIPLEK RANGKA KAYU GUNUNG- Multiplek M2 1.000 105,600.00 105,600.00 - Kaso 5/7 kayu gunung M3 0.014 1,320,000.00 18,480.00 - Paku Kg 0.220 7,200.00 1,584.00 - Kayu 6/12 Btg 1.000 34,560.00 34,560.00 - Pekerjaan setengah terampil HOK 0.280 19,000.00 5,320.00 - Tukang Kayu Terampil HOK 0.400 24,000.00 9,600.00 - Kepala Tukang Kayu HOK 0.080 27,000.00 2,160.00 - Mandor HOK 0.014 26,000.00 364.00 Total 17,444.00 160,224.00 Total Harga 177,668.00

P10 PAS. DINDING PARTISI DOUBLE TRIPLEKSama dengan P5 Rp. 92.028,00 + Harga Triplek Rp. 44.880,00 136,988.00

P11 1 M2 PASANGAN GENTENG LAMA- Pekerja HOK 0.1500 18,000.00 2,700.00 - Tukang Kayu setengah terampil HOK 0.1000 23,000.00 2,300.00 - Kepala Tukang Kayu HOK 0.0100 27,000.00 270.00 - Mandor HOK 0.0050 26,000.00 130.00 Total 5,400.00 - Total Harga 5,400.00

P12 1 M2 BONGKARAN LANTAI- Pekerja HOK 0.0500 18,000.00 900.00 - Mandor HOK 0.0050 26,000.00 130.00 - Alat bantu Lot 0.0250 1,030.00 25.75 Total 1,055.75 - Total Harga 1,055.75

P13 1 M2 BONGKARAN RANGKA ATAP DAN GENTING ( Bongk. Tidak Dipakai )- Pekerja setengah terampil HOK 0.1000 19,000.00 1,900.00 - Tukang Kayu setengah terampil HOK 0.0250 23,000.00 575.00 - Kepala Tukang Kayu HOK 0.0025 27,000.00 67.50 - Mandor HOK 0.0050 26,000.00 130.00 Total 2,672.50 - Total Harga 2,672.50

P14 1 M3 MEMBONGKAR KUDA - KUDA, GORDING / BALOK ( Bongk. Tidak Dipakai )- Pekerja HOK 4.0000 18,000.00 72,000.00 - Tukang Kayu setengah terampil HOK 3.0000 23,000.00 69,000.00 - Mandor HOK 0.2000 26,000.00 5,200.00 Total 146,200.00 - Total Harga 146,200.00

P15 1 M3 MEMBONGKAR PLAPOND ( Bekas Bongk. Tidak Dipakai )- Pekerja HOK 0.1250 18,000.00 2,250.00 - Mandor HOK 0.0050 26,000.00 130.00 Total 2,380.00 - Total Harga 2,380.00

P16 1 M3 MEMBONGKAR DINDING BATA ( Bekas Bongk. Tidak Dipakai )- Pekerja setengah terampil HOK 1.0000 19,000.00 19,000.00 - Mandor HOK 0.0900 26,000.00 2,340.00 Total 21,340.00 - Total Harga 21,340.00

K3 1 M2 PASANGAN LANTAI KERAMIK Esenza 40X40 - Keramik 40 x 40 M2 1.0100 190,800.00 192,708.00 - PC ( 50 Kg ) Zak 0.1600 34,200.00 5,472.00

- Pasir pasang M3 0.0300 42,000.00 1,260.00 - PC warna Kg 0.0130 2,750.00 35.75 - Pekerja terampil HOK 0.2810 21,000.00 5,901.00 - Tukang batu terampil HOK 0.5630 24,000.00 13,512.00 - Kepala tukang batu HOK 0.1130 25,000.00 2,825.00 - Mandor HOK 0.0280 26,000.00 728.00 Total 22,966.00 199,475.75 Total Harga 222,441.75

P17 1 M2 PENGECATAN DINDING ULANG DENGAN SANLEX ( 2 X )- Cat tembok Sanlex Kg 0.1050 6,720.00 705.60 - Plamour Tembok Kg 0.0960 6,000.00 576.00 - Rol Cat Bh 0.0060 18,000.00 108.00 - Ampelas kayu Lbr 0.3000 2,400.00 720.00 - Pekerja setengah terampil HOK 0.0624 19,000.00 1,185.60 - Tukang cat setengah terampil HOK 0.1092 22,500.00 2,457.00 - Kepala tukang cat HOK 0.0117 30,000.00 351.00 - Mandor HOK 0.0060 26,000.00 156.00 - Steger Werk Lot 0.0450 6,259.20 281.664Total 4,149.60 2,391.26 Total Harga 6,540.86

P18 1 M2 PENGECATAN PLAPOND ULANG DENGAN SANLEX ( 2 X )- Cat tembok Sanlex Kg 0.1300 6,720.00 873.60 - Plamour Tembok Kg 0.1040 6,000.00 624.00 - Rol Cat Bh 0.0065 18,000.00 117.00 - Ampelas kayu Lbr 0.3250 2,400.00 780.00 - Pekerja setengah terampil HOK 0.0624 19,000.00 1,185.60 - Tukang cat setengah terampil HOK 0.1092 22,500.00 2,457.00 - Kepala tukang cat HOK 0.0117 30,000.00 351.00 - Mandor HOK 0.0060 26,000.00 156.00 - Steger Werk Lot 0.0425 6,544.20 278.1285Total 4,149.60 2,672.73 Total Harga 6,822.33

P19 1 M2 MEMBONGKAR KUSEN PINTU DAN JENDELA ( Bongk. Tidak Dipakai )- Pekerja HOK 0.1000 18,000.00 1,800.00 - Tukang Kayu setengah terampil HOK 0.2000 23,000.00 4,600.00 - Mandor HOK 0.0100 26,000.00 260.00 Total 6,660.00 - Total Harga 6,660.00

P20 1 M2 KUPASAN PLESTERAN- Pekerja setengah terampil HOK 0.1400 19,000.00 2,660.00 - Mandor HOK 0.0140 26,000.00 364.00 - Alat bantu Lot 0.0050 3,024.00 15.12 Total 15.12 3,024.00 Total Harga 3,039.12

P21 1 UNIT PASANGAN BAK KONTROL 80 X 80 DARI BATA- Galian M3 0.2304 17,539.20 4,041.03 - Pasangan Bata 1:3 M2 1.1520 55,000.00 63,360.00 - Plesteran 1:3 M2 2.3040 17,457.00 40,220.93 Total - 107,621.96 Total Harga 107,621.96

P22 1 UNIT PASANGAN BAK KONTROL 40 X 40 DARI BATA- Galian M3 0.1536 17,539.20 2,694.02 - Pasangan Bata 1:3 M2 0.7680 55,000.00 42,240.00 - Plesteran 1:3 M2 1.5360 17,457.00 26,813.95 Total - 71,747.97 Total Harga 71,747.97

P23 1 M2 PASANGAN RANGKA ATAP MENGGUNAKAN KAYU LAMA- Paku Kg 0.2500 7,200.00 1,800.00 - Pekerja setengah terampil HOK 0.1500 19,000.00 2,850.00 - tukang kayu terampil HOK 0.1500 24,000.00 3,600.00 - Kepala tukang kayu HOK 0.0100 27,000.00 270.00 - Mandor HOK 0.0050 26,000.00 130.00 Total 6,850.00 1,800.00 Total Harga 8,650.00

P24 1 M2 PEK. RANGKA PLAPOND KAYU LAMA + ETERNIT BARU- Eternit 1 x 1 m M2 1.0000 7,680.00 7,680.00 - Paku Kg 0.2200 7,200.00 1,584.00 - Pekerja setengah terampil HOK 0.2800 19,000.00 5,320.00 - tukang kayu terampil HOK 0.4000 24,000.00 9,600.00 - Kepala tukang kayu HOK 0.0400 27,000.00 1,080.00 - Mandor HOK 0.0140 26,000.00 364.00 Total 16,364.00 9,264.00 Total Harga 25,628.00

E2A 1 M2 BEKISTING DENGAN MULTIPLEK

-Multiplek Lbr 0.347 79,800.00 20,767.95 - Kaso 5/7 kayu terentang ( dihitung M3 0.017 390,000.00 3,315.00 2 x pakai ) 50 %- paku Kg 0.400 7,200.00 2,880.00 - Pekerja HOK 0.120 18,000.00 2,160.00 - Tukang kayu setengah terampil HOK 0.150 23,000.00 3,450.00 - Kepala tukang kayu HOK 0.150 27,000.00 4,050.00 - Mandor HOK 0.050 26,000.00 1,300.00 - Tukang kayu 1/2 terampil ( bongkar HOK 0.120 22,500.00 2,700.00 Cetakan Bekisting )Total 13,660.00 26,962.95 Total Harga 40,622.95

An A 1 Kg Erection Konstruksi Kuda - Kuda BajaPekerja Terampil HOK 0.0010 21,000.00 21.00 Tukang besi Profil Terampil HOK 0.0010 27,000.00 27.00 Kepala Tukang Besi Terampil HOK 0.0002 30,000.00 6.00 Mandor HOK 0.0001 26,000.00 2.60 Operator Alat Besar HOK 0.0002 33,000.00 6.60 Pembantu Opeartor HOK 0.0200 29,000.00 580.00 Sewa Alat Ls 0.0002 388,800.00 77.76 Bahan Bakar Solar Ltr 0.0100 1,650.00 16.50 Pelumas Ltr 0.0010 6,000.00 6.00 Alat Bantu Ls 0.0200 743.46 14.87 Total 643.20 115.13 Total Harga 758.33

An B 1 Kg Pekerjaan Baja IWF DN / Profil- Besi IWF Ex DN SII HOK 1.0500 4,700.00 4,935.00 - Pekerja Terampil HOK 0.0600 21,000.00 1,260.00 - Tukang Besi Profil Terampil HOK 0.0040 27,000.00 108.00 - Kepala Tukang Besi Terampil HOK 0.0010 30,000.00 30.00 Mandor HOK 0.0002 26,000.00 5.20 Peralatan (Oksigen, Solar, Elpiji, Kawat Las D Ls 0.1250 6,338.20 792.28 Total 6,338.20 792.28 Total Harga 7,130.47

An C 1 TTK MELOBANGI KONSTRUKSI BESI DENGAN BOR- Pekerja Terampil HOK 0.0500 21,000.00 1,050.00 - Tukang Besi Profil Terampil HOK 0.0200 27,000.00 540.00 - Kepala Tukang besi Profil HOK 0.0030 30,000.00 90.00 - Mandor HOK 0.0010 26,000.00 26.00 - Alat Bantu Ls 0.2500 1,706.00 426.50 Total 1,706.00 426.50 Total Harga 2,132.50

An D 1 Kg Kolom Baja Wf( A + B )Total Harga 7,888.80

An E 1 CM PEKERJAAN LAS LISTRIK TEBAL ( = TEBAL KAWAT 4 MM )- Kawat Las Listrik Kg 0.0400 8,000.00 320.00 - Solar Ltr 0.0300 1,650.00 49.50 - Pelumas Ltr 0.0040 6,000.00 24.00 - Pekerja Terampil HOK 0.0040 21,000.00 84.00 - Tukang Besi Profil Terampil HOK 0.0020 27,000.00 54.00 - Kepala Tukang besi Profil HOK 0.0020 30,000.00 60.00 - Mandor HOK 0.0010 26,000.00 26.00 - Alat Bantu Ls 0.2500 617.50 154.38 Total 224.00 547.88 Total Harga 771.88

An F 1 BATANG PEKERJAAN ANCHOR BOLT- Anchor Bolt Btg 1.0000 27,500.00 27,500.00 - Tukang Besi Setengah Terampil HOK 0.0250 19,000.00 475.00 - Tukang Besi Terampil HOK 0.0150 21,000.00 315.00 - Kepala Tukang Besi HOK 0.0100 27,000.00 270.00 - Pengelasan Cm 3.0000 1,117.50 3,352.50 - Mandor HOK 0.0050 26,000.00 130.00 - Alat Bantu Ls 0.0200 32,042.50 640.85

1,190.00 31,493.35 32,683.35

An G 1 KG PEKERJAAN BAJA PLAT- Besi Plat Kg 1.0500 7,500.00 7,875.00 - Pekerja Terampil HOK 0.0600 21,000.00 1,260.00 - Tukang Besi Profil Terampil HOK 0.0040 27,000.00 108.00 - Kepala Tukang besi Profil HOK 0.0010 30,000.00 30.00 - Mandor HOK 0.0002 26,000.00 5.20 - Peralatan Ls 0.0125 9,278.20 115.98

1,403.20 7,990.98 9,394.18

An H 1 M2 ATAP SENG ALUMUNIUM ( l = 0,80 M' )- Zink Allum M2 1.000 32,000.00 32,000.00 - Paku sumbat ( Fisher ) Bh 4.000 1,500.00 6,000.00 - Tukang Besi Terampil HOK 0.020 27,000.00 540.00 - Kepala Tukang Besi HOK 0.010 27,000.00 270.00 - Pekerja Terampil HOK 0.150 21,000.00 3,150.00

- Alat Bantu Ls 0.025 41,960.00 1,049.00 3,960.00 39,049.00

43,009.00

E1A 1 M3 COR BETON SITE MIX K 225- PC ( 50 Kg ) Zak 7.8960 41,000.00 323,736.00 - Split pecah mesin 2/3 M3 0.8100 80,400.00 65,124.00 - Pasir beton M3 0.4900 60,000.00 29,400.00 - Pekerja HOK 1.5000 30,000.00 45,000.00 - Tukang batu setengah terampil HOK 0.5000 25,000.00 12,500.00 - Kepala tukang batu HOK 0.0500 35,000.00 1,750.00 - Mandor HOK 0.0100 37,500.00 375.00 - Peralatan Lot 0.0700 376,072.00 26,325.04 Total 59,625.00 444,585.04 Total Harga 504,210.04

H2 1 M3 PEKERJAAN KUSEN KAYU GUNUNG KLAS II KUAT- Balok 6/15 kayu gunung M3 1.100 2,250,000.00 2,475,000.00 - Paku Kg 2.500 7,200.00 18,000.00 - Lem Putih ( FOX ) Kg 1.000 10,800.00 10,800.00 - Pekerja terampil HOK 4.000 21,000.00 84,000.00 - Tukang Kayu terampil HOK 15.000 24,000.00 360,000.00 - Kepala tukang kayu HOK 2.700 27,000.00 72,900.00 - Mandor HOK 0.500 26,000.00 13,000.00 Total 529,900.00 2,503,800.00 Total Harga 3,033,700.00

I3 A 1 M2 PENGECATAN KAYU BERIKUT MENI 2X- Meni Kayu Kg 0.111 9,000.00 1,002.00 - Dempul kayu Kg 0.055 12,000.00 664.00 - Cat kayu merk Seiv Dov Kg 0.133 27,000.00 3,600.00 - Minyak cat Ltr 0.100 10,560.00 1,056.00 - Ampelas kayu Lbr 0.267 2,400.00 640.00 - Kwas 4" Bh 0.033 12,000.00 400.00 - Pekerja setengah terampil HOK 0.133 19,000.00 2,533.33 - Tukang cat terampil HOK 0.200 27,500.00 5,500.00 - Kepala tukang cat HOK 0.020 30,000.00 600.00 - Mandor HOK 0.007 26,000.00 173.33 Total 8,806.67 7,362.00 Total Harga 16,168.67

KO

DE JENIS PEKERJAAN

a b

LUAS TANAH200 1,259,200.00

639,766.85

3gb1 sd tgl 19 ags 09

1985520900000

2885520

SAT

UA

N

KO

EFISIE

N

c d e f = d*e g = d*e h

HARGA SATUAN Rp

SUB TOTAL UPAH KERJA

Rp

SUB TOTAL BAHAN

Rp

JUMLAH HARGA

Rp

DAFTAR RENCANA ANGGARAN BIAYAPEMBANGUNAN RUMAH TINGGAL TIDAK BERTINGKAT

TYPE 70KOTA TASIKMALAYA

NO URAIAN PEKERJAANANALIS VOLUME HARGA SATUAN JUMLAH HARGA JUMLAH BIAYA

PEK PEKERJAAN Rp. Rp. Rp.1 2 3 4 5 6 7

I. PEK. PERSIAPAN1 Pas. Bouwplank A2 400.00 M' 13,328.48 5,331,390.40 2 Biaya Administrasi / IMB Ls - 650,000.00 650,000.00 3 Biaya Gambar dan Perencanaan Ls - 1,500,000.00 1,500,000.00

7,481,390.40 7,481,390.40 II. PEK. PELAKSANAANa. Pek. Tanah

1 Galian tanah Pondasi A4 96.51 M3 17,539.20 1,692,708.19 2 Urugan tanah 1/4 galian A6 23.93 M3 7,119.75 170,375.62 3 Urugan Peninggian Lantai B6 3.23 M3 33,453.00 108,053.19 4 Pas. Pasir bawah lantai B1 35.98 M3 64,875.00 2,334,202.50

4,305,339.50 4,305,339.50 b. Pek. Tembok Beton

1 Pas. Pondasi batu kali B5 44.79 M3 225,233.90 10,088,226.38 2 Pas. Aanstamping Batu Kosong B4 14.36 M3 101,619.60 1,459,257.46 3 Pas. Sloof 15/20 E5 3.77 M3 2,161,384.17 8,148,418.32 4 Pas. Ring Balk 15/15 E4 1.65 M3 2,371,542.07 3,913,044.42 5 Pas.Kolom Praktis 12/12 F2 1.70 M3 2,551,198.52 4,337,037.49 6 Plat Meja Beton T 8 cm F3 0.12 M3 2,551,198.52 306,143.82 7 Pas. Bata merah C3 286.22 M2 42,996.64 12,306,498.30 8 Pas. Plesteran C5 419.45 M2 15,678.60 6,576,388.77 9 Pas. Lantai Keramik 30 x 30 cm K2 72.00 M2 52,452.75 3,776,598.00 10 Pas. Lantai Keramik Km/Wc 20 x 20 cm K2 6.00 M2 55,399.05 332,394.30 11 Pas. Dinding Keramik 20 x 20 K4 18.90 M2 55,399.05 1,047,042.04 12 Pas. Genteng palentong F6 135.55 M2 25,000.00 3,388,750.00 13 Pas. Genteng Bubung F7 12.00 M' 29,134.41 349,612.93 14 Pas. Keramik Plin 10 x 20 B3 6.48 M2 28,815.47 186,724.22

56,216,136.45 56,216,136.45 c. Pek. Kayu

1 Pas. Kusen kayu H2 0.91 M3 3,033,700.00 2,760,667.00 2 Pas Silang Gempa , Angin & Gapit G1 5.00 M2 2,385,506.00 11,927,530.00 3 Pas. Daun Pintu Double Triplek F8 9.20 M2 86,116.00 792,267.20 4 Pas. Daun Jendela I1 11.20 M2 90,550.00 1,014,160.00 5 Pas. Listplank H1 37.00 M2 17,281.20 639,404.40 6 Pas. Plapond Eternit + Rangka G2 147.50 M2 53,348.00 7,868,830.00 7 Pas. Rangka atap F5 270.00 M2 33,706.00 9,100,620.00 8 Pas. Kuda - kuda F4 1.74 M3 2,758,160.00 4,799,198.40

38,902,677.00 38,902,677.00 d. Pek. Besi + Kaca

1 Pas. Kaca bening Dihitung 5.53 M2 36,000.00 199,080.00 2 Pas. Kunci tanam Dihitung 4.00 Bh 90,000.00 360,000.00 3 Pas. Kunci tanam KM/WC Dihitung 2.00 Bh 48,000.00 96,000.00 4 Pas. Engsel Pintu Dihitung 18.00 Bh 8,400.00 151,200.00 5 Pas. Engsel jendela Dihitung 32.00 Bh 4,800.00 153,600.00 6 Pas. Hak Angin Dihitung 32.00 Bh 6,000.00 192,000.00 7 Pas. Slot Pintu Dihitung 6.00 Bh 3,600.00 21,600.00 8 Pas. Grendel Dihitung 16.00 Bh 3,600.00 57,600.00

1,231,080.00 1,231,080.00 e. Pek. Sanitair

1 Pas. Bak Fiber Dihitung 1.00 Bh 78,000.00 78,000.00 2 Pas. Kloset Jongkok Dihitung 1.00 Bh 108,900.00 108,900.00 3 Pas. Floor Drain / Saringan Dihitung 2.00 Bh 45,000.00 90,000.00 4 Pas. Plat Seng BJLS L5 9.00 M' 42,000.00 378,000.00 5 Pas. Kran Bebek Dihitung 3.00 Bh 21,000.00 63,000.00 6 Pas. Septitank Uk. Kecil N1 1.00 Unit 2,040,103.23 2,040,103.23 7 Pas. Instalasi air bersih Ls - 1,250,000.00 1,250,000.00 8 Pas. Instalasi air kotor Ls - 1,250,000.00 1,250,000.00 9 Pas Pompa Listrik SANYO 100 Watt Ls 1.00 Unit 540,000.00 540,000.00 10 Pas. Kitchen Zink Stainless Dihitung 1.00 Unit 148,500.00 5,798,003.23

11,596,006.46 11,596,006.46 f. Pek. Electrical

1 instalasi Titik Cahaya Dihitung 11.00 Ttk 60,000.00 660,000.00 2 Pas. Stop Kontak Dihitung 6.00 Bh 9,000.00 54,000.00 3 Pas. Saklar Tunggal Dihitung 5.00 Bh 8,400.00 42,000.00 4 Pas. Saklar Ganda Dihitung 3.00 Bh 10,800.00 10,800.00 5 Biaya Pemasangan Baru Ls 1,000,000.00 1,000,000.00 6 Pas. Lampu Pijar Dihitung 11.00 Bh 6,000.00 66,000.00

1,832,800.00 1,832,800.00

1 2 3 4 5 6 7g. Pek. Pengecatan

1 Pengecatan tembok J1 479.97 M2 10,901.44 5,232,364.16 2 Pengecatan kayu I3 504.32 M2 23,203.00 11,701,736.96 3 Pengecatan plapond J2 146.50 M2 11,055.80 1,619,674.70 4 Pengecatan Genting J3 135.55 M2 18,771.38 2,544,459.88

- 21,098,235.70 21,098,235.70

III. BIAYA PELENGKAP1 Pemberesan Ls - 1,000,000.00 1,000,000.00

1,000,000.00 1,000,000.00

Jumlah …………. 143,663,665.51 Dibulatkan …….. 143,664,000.00

Terbilang : ( rupiah )

Tasikmalaya, 1 April 2004 Penyusun

DEDE ANIS YUNUS

140201225140202000

REKAPITULASIPEMBANGUNAN RUMAH TINGGAL TIDAK BERTINGKAT

TYPE 70KOTA TASIKMALAYA

NO URAIAN PEKERJAANANALIS VOLUME HARGA SATUAN JUMLAH HARGA JUMLAH BIAYA

PEK PEKERJAAN Rp. Rp. Rp.1 2 3 4 5 6 7

I. PEK. PERSIAPAN1 Pas. Bouwplank A2 48.00 M' 13,328.48 639,766.85 2 Biaya Administrasi / IMB Ls - 650,000.00 650,000.00 3 Biaya Gambar dan Perencanaan Ls - 1,500,000.00 1,500,000.00

2,789,766.85 2,789,766.85 II. PEK. PELAKSANAANa. Pek. Tanah

1 Galian tanah Pondasi A4 96.51 M3 17,539.20 1,692,708.19 2 Urugan tanah 1/4 galian A6 23.93 M3 7,119.75 170,375.62 3 Urugan Peninggian Lantai B6 3.23 M3 33,453.00 108,053.19 4 Pas. Pasir bawah lantai B1 35.98 M3 64,875.00 2,334,202.50

4,305,339.50 4,305,339.50 b. Pek. Tembok Beton

1 Pas. Pondasi batu kali B5 44.79 M3 225,233.90 10,088,226.38 2 Pas. Aanstamping Batu Kosong B4 14.36 M3 101,619.60 1,459,257.46 3 Pas. Sloof 15/20 E5 3.77 M3 2,161,384.17 8,148,418.32 4 Pas. Ring Balk 15/15 E4 1.65 M3 2,371,542.07 3,913,044.42 5 Pas.Kolom Praktis 12/12 F2 1.70 M3 2,551,198.52 4,337,037.49 6 Plat Meja Beton T 8 cm F3 0.12 M3 2,551,198.52 306,143.82 7 Pas. Bata merah C3 286.22 M2 42,996.64 12,306,498.30 8 Pas. Plesteran C5 419.45 M2 15,678.60 6,576,388.77 9 Pas. Lantai Keramik 30 x 30 cm K2 72.00 M2 52,452.75 3,776,598.00 10 Pas. Lantai Keramik Km/Wc 20 x 20 cm K2 6.00 M2 55,399.05 332,394.30 11 Pas. Dinding Keramik 20 x 20 K4 18.90 M2 55,399.05 1,047,042.04 12 Pas. Genteng palentong F6 135.55 M2 25,000.00 3,388,750.00 13 Pas. Genteng Bubung F7 12.00 M' 29,134.41 349,612.93 14 Pas. Keramik Plin 10 x 20 B3 6.48 M2 28,815.47 186,724.22

56,216,136.45 56,216,136.45 c. Pek. Kayu

1 Pas. Kusen kayu H2 0.91 M3 3,033,700.00 2,760,667.00 2 Pas Silang Gempa , Angin & Gapit G1 5.00 M2 2,385,506.00 11,927,530.00 3 Pas. Daun Pintu Double Triplek F8 9.20 M2 86,116.00 792,267.20 4 Pas. Daun Jendela I1 11.20 M2 90,550.00 1,014,160.00 5 Pas. Listplank H1 37.00 M2 17,281.20 639,404.40 6 Pas. Plapond Eternit + Rangka G2 147.50 M2 53,348.00 7,868,830.00 7 Pas. Rangka atap F5 270.00 M2 33,706.00 9,100,620.00 8 Pas. Kuda - kuda F4 1.74 M3 2,758,160.00 4,799,198.40

38,902,677.00 38,902,677.00 d. Pek. Besi + Kaca

1 Pas. Kaca bening Dihitung 5.53 M2 36,000.00 199,080.00 2 Pas. Kunci tanam Dihitung 4.00 Bh 90,000.00 360,000.00 3 Pas. Kunci tanam KM/WC Dihitung 2.00 Bh 48,000.00 96,000.00 4 Pas. Engsel Pintu Dihitung 18.00 Bh 8,400.00 151,200.00 5 Pas. Engsel jendela Dihitung 32.00 Bh 4,800.00 153,600.00 6 Pas. Hak Angin Dihitung 32.00 Bh 6,000.00 192,000.00 7 Pas. Slot Pintu Dihitung 6.00 Bh 3,600.00 21,600.00 8 Pas. Grendel Dihitung 16.00 Bh 3,600.00 57,600.00

1,231,080.00 1,231,080.00 e. Pek. Sanitair

1 Pas. Bak Fiber Dihitung 1.00 Bh 78,000.00 78,000.00 2 Pas. Kloset Jongkok Dihitung 1.00 Bh 108,900.00 108,900.00 3 Pas. Floor Drain / Saringan Dihitung 2.00 Bh 45,000.00 90,000.00 4 Pas. Plat Seng BJLS L5 9.00 M' 42,000.00 378,000.00 5 Pas. Kran Bebek Dihitung 3.00 Bh 21,000.00 63,000.00 6 Pas. Septitank Uk. Kecil N1 1.00 Unit 2,040,103.23 2,040,103.23 7 Pas. Instalasi air bersih Ls - 1,250,000.00 1,250,000.00 8 Pas. Instalasi air kotor Ls - 1,250,000.00 1,250,000.00 9 Pas Pompa Listrik SANYO 100 Watt Ls 1.00 Unit 540,000.00 540,000.00 10 Pas. Kitchen Zink Stainless Dihitung 1.00 Unit 148,500.00 5,798,003.23

11,596,006.46 11,596,006.46 f. Pek. Electrical

1 instalasi Titik Cahaya Dihitung 11.00 Ttk 60,000.00 660,000.00 2 Pas. Stop Kontak Dihitung 6.00 Bh 9,000.00 54,000.00 3 Pas. Saklar Tunggal Dihitung 5.00 Bh 8,400.00 42,000.00 4 Pas. Saklar Ganda Dihitung 3.00 Bh 10,800.00 10,800.00 5 Biaya Pemasangan Baru Ls 1,000,000.00 1,000,000.00 6 Pas. Lampu Pijar Dihitung 11.00 Bh 6,000.00 66,000.00

1,832,800.00 1,832,800.00

1 2 3 4 5 6 7g. Pek. Pengecatan

1 Pengecatan tembok J1 479.97 M2 10,901.44 5,232,364.16 2 Pengecatan kayu I3 504.32 M2 23,203.00 11,701,736.96 3 Pengecatan plapond J2 146.50 M2 11,055.80 1,619,674.70 4 Pengecatan Genting J3 135.55 M2 18,771.38 2,544,459.88

- 21,098,235.70 21,098,235.70

III. BIAYA PELENGKAP1 Pemberesan Ls - 1,000,000.00 1,000,000.00

1,000,000.00 1,000,000.00

Jumlah …………. 138,972,041.96 Dibulatkan …….. 138,973,000.00

Terbilang : ( rupiah )

Tasikmalaya, 1 April 2004 Penyusun

DEDE ANIS YUNUS

REKAPITULASI HARGA

I. PEK. PERSIAPAN Rp 2,789,766.85

II. PEK. PELAKSANAAN

a. Pekerjaan Tanah Rp 4,305,339.50

b. Pekerjaan Tembok & Beton Rp 56,216,136.45

c. Pekerjaan Kayu Rp 38,902,677.00

d. Pekerjaan Besi dan Kaca Rp 1,231,080.00

e. Pekerjaan Sanitair Rp 11,596,006.46

f. Pekerjaan Electrical Rp 1,832,800.00

g. Pekerjaan Pengecatan Rp 21,098,235.70

III. BIAYA PELENGKAP Rp 1,000,000.00

TOTAL BIAYA Rp 136,182,275.11 PEMBULATAN Rp 136,183,000.00

Terbilang: (Seratus tiga puluh enam juta seratus delapan puluh tiga ribu rupiah),-

140201225###

Analisis RAB SNI-T

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