Harga Satuan Pokok Kegiatan

1941

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.12	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 5,5 m, 2 lajur)		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0215	OH	206.800,00	4.446,20
123.1.1.1.1.14	Pekerja Terlatih	0.2008	OH	150.800,00	30.280,64
123.1.1.1.1.23	Tukang	0.1004	OH	177.500,00	17.821,00
				Jumlah	52.547,84
	Bahan/Material:
117.1.1.1.1.13	Joint Sealent	0.794	Kg	36.500,00	28.981,00
117.1.1.1.2.36	Curing Compound	0.84	liter	41.100,00	34.524,00
117.1.1.1.2.52	Semen	469.68	Kg	1.900,00	892.391,99
117.1.1.1.2.61	Additive Beton	0.9	Ltr	41.100,00	36.990,00
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.1	Pasir	0.5145	M3	247.100,00	127.132,96
117.1.1.1.6.3	Cat Anti Karet	0.015	Kg	38.200,00	573,00
117.1.1.1.14.32	Besi Beton Polos	16.005	Kg	16.900,00	270.484,49
117.1.1.1.22.37	Kayu Acuan	0.003	M3	3.952.700,00	11.858,10
117.1.1.1.22.73	Multiplak 12mm	0.031	lembar	193.700,00	6.004,70
117.1.1.1.22.230	Paku	0.055	Kg	25.700,00	1.413,50
117.2.2.6.1.94	Expansion Cap	0.056	M2	6.600,00	369,60
				Jumlah	1.618.224,93
	Sewa Peralatan:
123.2.2.1.2.5	Batching Plant	0.0502	jam	987.200,00	49.557,44
123.2.2.1.2.16	Concrete Paver	0.0074	jam	799.100,00	5.913,34
123.2.2.1.2.18	Concrete Vibrator	0.0502	jam	76.100,00	3.820,22
123.2.2.1.2.58	Truck Mixer	0.2092	jam	1.116.600,00	233.592,71
123.2.2.1.2.61	Water Tank Truck	0.0422	jam	525.600,00	22.180,32
123.2.2.1.2.64	Wheel Loader	0.0244	jam	844.500,00	20.605,80
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	337.069,83
				Nilai HSPK	2.007.842,61

2020

24.2.7.12

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 5,5 m, 2 lajur)

M3

2.007.842,61

Tidak Dipakai

1942

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.13	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 m, 3 lajur)		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0215	OH	206.800,00	4.446,20
123.1.1.1.1.14	Pekerja Terlatih	0.2008	OH	150.800,00	30.280,64
123.1.1.1.1.23	Tukang	0.1004	OH	177.500,00	17.821,00
				Jumlah	52.547,84
	Bahan/Material:
117.1.1.1.1.13	Joint Sealent	0.806	Kg	36.500,00	29.419,00
117.1.1.1.2.36	Curing Compound	0.84	liter	41.100,00	34.524,00
117.1.1.1.2.52	Semen	469.68	Kg	1.900,00	892.391,99
117.1.1.1.2.61	Additive Beton	0.9	Ltr	41.100,00	36.990,00
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.1	Pasir	0.5145	M3	247.100,00	127.132,96
117.1.1.1.6.3	Cat Anti Karet	0.014	Kg	38.200,00	534,80
117.1.1.1.14.32	Besi Beton Polos	17.695	Kg	16.900,00	299.045,49
117.1.1.1.22.37	Kayu Acuan	0.005	M3	3.952.700,00	19.763,50
117.1.1.1.22.73	Multiplak 12mm	0.048	lembar	193.700,00	9.297,60
117.1.1.1.22.230	Paku	0.086	Kg	25.700,00	2.210,20
117.2.2.6.1.94	Expansion Cap	0.051	M2	6.600,00	336,60
				Jumlah	1.659.147,74
	Sewa Peralatan:
123.2.2.1.2.5	Batching Plant	0.0502	jam	987.200,00	49.557,44
123.2.2.1.2.16	Concrete Paver	0.0074	jam	799.100,00	5.913,34
123.2.2.1.2.18	Concrete Vibrator	0.0502	jam	76.100,00	3.820,22
123.2.2.1.2.58	Truck Mixer	0.2092	jam	1.116.600,00	233.592,71
123.2.2.1.2.61	Water Tank Truck	0.0422	jam	525.600,00	22.180,32
123.2.2.1.2.64	Wheel Loader	0.0244	jam	844.500,00	20.605,80
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	337.069,83
				Nilai HSPK	2.048.765,41

2020

24.2.7.13

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 m, 3 lajur)

M3

2.048.765,41

Tidak Dipakai

1943

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.14	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 m, 3 lajur)		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0215	OH	206.800,00	4.446,20
123.1.1.1.1.14	Pekerja Terlatih	0.2008	OH	150.800,00	30.280,64
123.1.1.1.1.23	Tukang	0.1004	OH	177.500,00	17.821,00
				Jumlah	52.547,84
	Bahan/Material:
117.1.1.1.1.13	Joint Sealent	0.773	Kg	36.500,00	28.214,50
117.1.1.1.2.36	Curing Compound	0.84	liter	41.100,00	34.524,00
117.1.1.1.2.52	Semen	469.68	Kg	1.900,00	892.391,99
117.1.1.1.2.61	Additive Beton	0.9	Ltr	41.100,00	36.990,00
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.1	Pasir	0.5145	M3	247.100,00	127.132,96
117.1.1.1.6.3	Cat Anti Karet	0.014	Kg	38.200,00	534,80
117.1.1.1.14.32	Besi Beton Polos	17.23	Kg	16.900,00	291.186,99
117.1.1.1.22.37	Kayu Acuan	0.004	M3	3.952.700,00	15.810,80
117.1.1.1.22.73	Multiplak 12mm	0.042	lembar	193.700,00	8.135,40
117.1.1.1.22.230	Paku	0.075	Kg	25.700,00	1.927,50
117.2.2.6.1.94	Expansion Cap	0.054	M2	6.600,00	356,40
				Jumlah	1.644.706,94
	Sewa Peralatan:
123.2.2.1.2.5	Batching Plant	0.0502	jam	987.200,00	49.557,44
123.2.2.1.2.16	Concrete Paver	0.0074	jam	799.100,00	5.913,34
123.2.2.1.2.18	Concrete Vibrator	0.0502	jam	76.100,00	3.820,22
123.2.2.1.2.58	Truck Mixer	0.2092	jam	1.116.600,00	233.592,71
123.2.2.1.2.61	Water Tank Truck	0.0422	jam	525.600,00	22.180,32
123.2.2.1.2.64	Wheel Loader	0.0244	jam	844.500,00	20.605,80
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	337.069,83
				Nilai HSPK	2.034.324,61

2020

24.2.7.14

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 m, 3 lajur)

M3

2.034.324,61

Tidak Dipakai

1944

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.15	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 m, 3 lajur)		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0215	OH	206.800,00	4.446,20
123.1.1.1.1.14	Pekerja Terlatih	0.2008	OH	150.800,00	30.280,64
123.1.1.1.1.23	Tukang	0.1004	OH	177.500,00	17.821,00
				Jumlah	52.547,84
	Bahan/Material:
117.1.1.1.1.13	Joint Sealent	0.748	Kg	36.500,00	27.302,00
117.1.1.1.2.36	Curing Compound	0.84	liter	41.100,00	34.524,00
117.1.1.1.2.52	Semen	469.68	Kg	1.900,00	892.391,99
117.1.1.1.2.61	Additive Beton	0.9	Ltr	41.100,00	36.990,00
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.1	Pasir	0.5145	M3	247.100,00	127.132,96
117.1.1.1.6.3	Cat Anti Karet	0.014	Kg	38.200,00	534,80
117.1.1.1.14.32	Besi Beton Polos	16.382	Kg	16.900,00	276.855,80
117.1.1.1.22.37	Kayu Acuan	0.004	M3	3.952.700,00	15.810,80
117.1.1.1.22.73	Multiplak 12mm	0.037	lembar	193.700,00	7.166,90
117.1.1.1.22.230	Paku	0.067	Kg	25.700,00	1.721,90
117.2.2.6.1.94	Expansion Cap	0.052	M2	6.600,00	343,20
				Jumlah	1.628.275,95
	Sewa Peralatan:
123.2.2.1.2.5	Batching Plant	0.0502	jam	987.200,00	49.557,44
123.2.2.1.2.16	Concrete Paver	0.0074	jam	799.100,00	5.913,34
123.2.2.1.2.18	Concrete Vibrator	0.0502	jam	76.100,00	3.820,22
123.2.2.1.2.58	Truck Mixer	0.2092	jam	1.116.600,00	233.592,71
123.2.2.1.2.61	Water Tank Truck	0.0422	jam	525.600,00	22.180,32
123.2.2.1.2.64	Wheel Loader	0.0244	jam	844.500,00	20.605,80
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	337.069,83
				Nilai HSPK	2.017.893,62

2020

24.2.7.15

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 m, 3 lajur)

M3

2.017.893,62

Tidak Dipakai

1945

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.16	Perkerasan Beton Semen dengan Anyaman Tulangan Tunggal		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0215	OH	206.800,00	4.446,20
123.1.1.1.1.14	Pekerja Terlatih	0.2008	OH	150.800,00	30.280,64
123.1.1.1.1.23	Tukang	0.1004	OH	177.500,00	17.821,00
				Jumlah	52.547,84
	Bahan/Material:
117.1.1.1.1.13	Joint Sealent	0.99	Kg	36.500,00	36.135,00
117.1.1.1.2.36	Curing Compound	0.6525	liter	41.100,00	26.817,75
117.1.1.1.2.52	Semen	410	Kg	1.900,00	779.000,00
117.1.1.1.2.61	Additive Beton	0.8568	Ltr	41.100,00	35.214,48
117.1.1.1.2.68	Aggregat Kasar	0.7885	M3	278.900,00	219.912,65
117.1.1.1.4.1	Pasir	0.6237	M3	247.100,00	154.116,28
117.1.1.1.6.3	Cat Anti Karet	0.02	Kg	38.200,00	764,00
117.1.1.1.14.32	Besi Beton Polos	45	Kg	16.900,00	760.500,00
117.1.1.1.22.230	Paku	0.35	Kg	25.700,00	8.995,00
117.2.2.6.1.94	Expansion Cap	0.17	M2	6.600,00	1.122,00
132.3.2.13.1.36	Formwork Plate	1	M2	800.400,00	800.400,00
				Jumlah	2.822.977,16
	Sewa Peralatan:
123.2.2.1.2.5	Batching Plant	0.0502	jam	987.200,00	49.557,44
123.2.2.1.2.16	Concrete Paver	0.0074	jam	799.100,00	5.913,34
123.2.2.1.2.18	Concrete Vibrator	0.0502	jam	76.100,00	3.820,22
123.2.2.1.2.58	Truck Mixer	0.2132	jam	1.116.600,00	238.059,12
123.2.2.1.2.61	Water Tank Truck	0.0422	jam	525.600,00	22.180,32
123.2.2.1.2.64	Wheel Loader	0.0244	jam	844.500,00	20.605,80
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	341.536,24
				Nilai HSPK	3.217.061,24

2020

24.2.7.16

Perkerasan Beton Semen dengan Anyaman Tulangan Tunggal

M3

3.217.061,24

Tidak Dipakai