RAB JL SELAYAR AKSES WISATA.xlsx

	A	B	C	D	F	G	H
1	PERHITUNGAN VOLUME
2	Pekerjaan		Rehab Jl Selayar Akses Wisata
3	Panjang :		10	M
4	NO	SKETSA			PERHITUNGAN
5	NO	SKETSA			PERHITUNGAN
6	1	PEKERJAAN MAKADAM JALAN			Volume total =	7,50	m3
7					Makdan = (1,5 x 0.5 ) =	7,50	m2
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10	2	LANTAI KERJA			Volume total =	0,30	m3
11					Lantai Kerja( 0,03 x 1,0) =	0,30	m3
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14	3	PEKERJAAN BETON			Volume total =	4,3434	m3
15					Rabat Beton (1,0 x 0,12 ) =	1,8	m3
16					Rabat isi Buis (1,0 x 0,12 ) =	2,5434	m4
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19	4	PEKERJAAN PENAHAN GELOMBANG			Volume total =	10	m3
20					Batu Kali (2x0,5) =	10	m3
21					Buis beton Dia 60 = 9 bh	9	bh
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25	5	PEKERJAAN BEKESTING			Volume total =	1	m3
26					SISI 1,0 x 1,0 =	1	m2
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