Renc,Anggaran Biaya

RENCANA ANGGARAN BIAYA (RAB)
SUB PEKERJAAN			: PEMBANGUNAN RESERVOAR ........... M3
No	URAIAN			Volume	Satuan	Harga Satuan           ( Rp )	Total Biaya (Rp)
1	2			3	4	5	6=3x5
1	Pekerjaan Persiapan						200,000.00
	1.1 Pembersihan Lahan			1.000	Ls	200,000.00	200,000.00
2	Galian Tanah Cadas			6.500	M3	43,750.00	284,375.00
	2.1 Tenaga Kerja
		Pekerja		8.125	O/H	35,000.00	284,375.00
		Tukang Gali		-	O/H	50,000.00	-
3	Urugan Tanah Kembali			10.150	M3	6,720.00	68,208.00
	3.1 Tenaga Kerja
		Pekerja		1.949	O/H	35,000.00	68,208.00
		Tukang Gali		-	O/H	50,000.00	-
4	Pemadatan Tanah			10.150	M3	17,500.00	177,625.00
	4.1 Tenaga Kerja
		Pekerja		5.075	O/H	35,000.00	177,625.00
		Tukang Gali		-	O/H	50,000.00	-
5	Pas. Pondasi Batu Kali 1 PC : 3 Pasir			13.410	M3	472,275.00	6,333,207.00
	5.1 Tenaga Kerja
		Pekerja		20.115	O/H	35,000.00	704,025.00
		Tukang Batu		8.046	O/H	50,000.00	402,300.00
	5.2 Bahan
		Batu belah 10/15 cm		14.751	M3	120,000.00	1,770,120.00
		Semen Portland		#####	Kg	1,000.00	2,708,820.00
		Pasir pasang		6.504	M3	115,000.00	747,942.00
6	Pasangan Batu Kosong			2.190	M3	213,300.00	467,127.00
	6.1 Tenaga Kerja
		Pekerja		1.708	O/H	35,000.00	59,787.00
		Tukang Batu		0.854	O/H	50,000.00	42,705.00
	6.2 Bahan
		Batu belah 10/15 cm		2.628	M3	120,000.00	315,360.00
		Pasir urug		0.657	M3	75,000.00	49,275.00
7	Pasir Urug			2.166	M3	100,500.00	217,683.00
	7.1 Tenaga Kerja
		Pekerja		0.650	O/H	35,000.00	22,743.00
		Tukang Gali		-	O/H	50,000.00	-
	7.2 Bahan
		Pasir Urug		2.599	M3	75,000.00	194,940.00
8	Beton Bertulang			0.667	M3	5,346,500.00	3,566,112.00
	8.1 Tenaga Kerja
		Pekerja		3.735	O/H	35,000.00	130,732.00
		Tukang Batu		0.233	O/H	50,000.00	11,672.00
		Tukang Kayu		1.761	O/H	50,000.00	88,044.00
		Tukang Besi		0.700	O/H	50,000.00	35,017.00
	8.2 Bahan
		Kayu terentang		0.160	M3	2,100,000.00	336,168.00
		Paku biasa 2" - 5'		2.134	Kg	16,000.00	34,150.00
		Minyak bekisting		1.067	Ltr	19,000.00	20,276.00
		Besi beton polos		#####	Kg	17,500.00	1,750,875.00
		Kawat beton		1.501	Kg	14,000.00	21,010.00
		Semen portland		#####	Kg	1,000.00	215,441.00
		Pasir beton		0.347	M3	120,000.00	41,620.00
		Koral beton		0.520	M3	250,000.00	130,065.00
		Kayu Borneo balok		0.107	M3	1,850,000.00	197,432.00
		Plywood 9 mm		1.868	Lmbr	125,000.00	233,450.00
		Dolken Æ 8 cm/4 m		16.008	Btg	20,000.00	320,160.00
9	Beton Rabat 1PC : 2Psr : 3Krk			0.520	M3	559,650.00	291,018.00
	9.1 Tenaga Kerja
		Pekerja		0.858	O/H	35,000.00	30,030.00
		Tukang Batu		0.130	O/H	50,000.00	6,500.00
	9.2 Bahan
		Semen Portland		#####	Kg	1,000.00	120,640.00
		Pasir beton		0.270	M3	120,000.00	32,448.00
		Koral beton		0.406	M3	250,000.00	101,400.00
10	Plesteran Beton 1 PC : 2 Ps Tebal 15 mm			34.200	M2	30,470.00	1,042,074.00
	10.1 Tenaga Kerja
		Pekerja		8.892	O/H	35,000.00	311,220.00
		Tukang Batu		6.840	O/H	50,000.00	342,000.00
	10.2 Bahan
		Semen Portland		#####	Kg	1,000.00	318,060.00
		Pasir pasang		0.616	M3	115,000.00	70,794.00
11	Pengecatan			17.100	M2	33,340.00	570,114.00
	11.1 Tenaga Kerja
		Pekerja		0.342	O/H	35,000.00	11,970.00
		Tukang Cat		1.077	O/H	50,000.00	53,865.00
	11.2 Bahan
		Plamur		1.710	Kg	28,500.00	48,735.00
		Cat dasar		1.710	Kg	74,000.00	126,540.00
		Cat penutup 2 kali		4.446	Kg	74,000.00	329,004.00
12	Pek Membran + Waterproofing Dlm Bak			26.000	M2	186,128.90	4,839,351.00
	12.1 Tenaga Kerja
		Pekerja		0.520	O/H	35,000.00	18,200.00
		Tukang Cat		19.500	O/H	50,000.00	975,000.00
	12.2 Bahan
		Membrane fiber (Uk. 20X100) cm		#####	lbr	8,500.00	1,857,151.00
		Cat anti bocor lapis I		7.800	kg	85,000.00	663,000.00
		Cat anti bocor lapis II		7.800	kg	85,000.00	663,000.00
		Cat anti bocor lapis III		7.800	kg	85,000.00	663,000.00
13	Tangga			1.000	Ls	600,000.00	600,000.00
14	Pek. Pemasangan Pipa GIP			20.000	M1	69,874.60	1,068,312.00
	14.1 Tenaga Kerja
		Pekerja		1.080	O/H	35,000.00	37,800.00
		Tukang Pipa		1.800	O/H	50,000.00	90,000.00
	12.2 Bahan + Acc
		Pipa galvanis 1"		24.000	m	39,188.00	940,512.00
		Knee 90 PVC Dia 1"		8.000	Bh	3,800.00	30,400.00
		Gate Valve Dia 1"		3.000	Bh	117,000.00	351,000.00
		Air Vent Pipa GI dia 1"		1.000	Ls	100,000.00	100,000.00
		Pelampung Otomatis		1.000	Bh	145,000.00	145,000.00
Jumlah							19,725,206.00
Dibulatkan							19,725,000.00