TAKE OF SHEET BAHU JALAN

★ TAKE OF SHEET PEKERJAAN BAHU JALAN SEPANJANG 1.260 METER DI DUSUN BTN, KOMPLEK DHARMA SAKINAH, DAN DUSUN LAMPOH RAYA DAN KOMPLEK POLA PERMAI ★

URAIAN	VOLUME	SATUAN	HARGA
Ket :
Panjang	= 1.260	meter
Ketebalan	= 10 ~ 15	cm
Volume	= 252.25	m3
1. UPAH
Pekerja	= 0.357 Oh x	77.318.18 =	27.587.30
Tukang	= 0.00 Oh x	96.095.00 =	0.00
Kepala Tukang	= 0.025 Oh x	95.400.00 =	2.420.63
Mandor/Kepala Kelompok	= 0.012 Oh x	84.100.00 =	1.000.00
JUMLAH (I)			= 31.007.94
II. BAHAN
Semen	= 0.315 Zak x	57.436.00 =	18.063.49
Pasir Pasang	= 0.0611 m3 x	162.500.00 =	9.920.63
Pasir Urug	= 0.0248 m3 x	162.500.00 =	4.023.81
Kerikil	= 0.0402 m3x	110.455.00 =	4.444.44
JUMLAH (II)			= 67.460.32
REKAP KEBUTUHAN BIAYA
Kebutuhan Upah (I)	31.007.94 x	1.260 m =	39.070.000
Kebutuhan bahan(II)	36.452.38 x	1.260 m =	45.930.000
Batu Mangga	4.00 M3 x	124.000 =	496.000
Papan Deletasi	30 Lbrx	77.318 =	2.319.540
Balok 5 x 5	8 lbr x	68.000=	544.000
Kereta Sorong	1 Unit x	446.000 =	446.000
Paku	= 2.00 Kg x	13.255 =	26.510
Raskam	= 2 bh x	8.920 =	17.840
Timba	= 4 bh x	6.690 =	26.760
Sapu Lidi	= 1.00 bh x	11.150 =	11.150
Cangkul	= 1.00 bh x	71.795 =	71.795
Skop	= 1.00 bh x	71.795 =	71.795
Pangki	= 2.00 bh x	18.500 =	37.000
Rab dan Desain	= 1.00 bh x	1.500.000 =	1.500.000
Pamplet	= 1.00 bh x	400.000 =	400.000
TOTAL BIAYA PEKERJAAN		=	90.968.390

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