Harga Satuan Pokok Kegiatan

1921

2020

24.2.6.134

Menanam Pohon Salak Pondo Dewasa

Pohon

212.656,00

Tidak Dipakai

1922

2020

24.2.6.135

Menanam Pohon Sawo Dewasa

Pohon

212.656,00

Tidak Dipakai

1923

2020

24.2.6.136

Menanam Pohon Serut Bonsai (1.5-2cm)

Pohon

112.556,00

Tidak Dipakai

1924

2020

24.2.6.137

Menanam Pohon Sukun Dewasa

Pohon

212.656,00

Tidak Dipakai

1925

2020

24.2.6.138

Menanam Pohon Tanjung (2-3m)

Pohon

312.656,00

Tidak Dipakai

1926

2020

24.2.6.139

Menanam Pohon Tombak Raja

Pohon

579.456,00

Tidak Dipakai

1927

2020

24.2.6.140

Menanam Pohon Trembesi (2-3m)

Pohon

312.656,00

Tidak Dipakai

1928

2020

24.2.6.141

Menanam Pohon Yuka

Pohon

125.956,00

Tidak Dipakai

1929

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.6.142	Rehabiltasi / Pemeliharaan Rambu Lalulintas		unit
	Upah:
123.1.1.1.1.5	Kepala Tukang	0.035	OH	236.200,00	8.267,00
123.1.1.1.1.6	Mandor	0.08	OH	206.800,00	16.544,00
123.1.1.1.1.14	Pekerja Terlatih	1.6	OH	150.800,00	241.280,00
123.1.1.1.1.23	Tukang	0.35	OH	177.500,00	62.125,00
				Jumlah	328.216,00
	Bahan/Material:
117.1.1.1.6.4	Cat Besi (Kilat)	0.425	Kg	76.100,00	32.342,50
117.1.1.1.6.18	Cat Meni Besi	0.125	Kg	50.700,00	6.337,50
117.1.1.1.6.83	Thinner	0.5	liter	18.600,00	9.300,00
132.3.2.13.1.109	Kertas Pasir Kasar	0.2	lembar	46.700,00	9.340,00
				Jumlah	57.320,00
	Sewa Peralatan:
123.2.2.1.2.38	Mobil Pick Up	0.35	jam	49.400,00	17.290,00
123.2.2.1.3.5	Alat bantu penyetelan rambu lalulintas	1	LS	20.100,00	20.100,00
				Jumlah	37.390,00
				Nilai HSPK	422.926,00

2020

24.2.6.142

Rehabiltasi / Pemeliharaan Rambu Lalulintas

unit

422.926,00

Tidak Dipakai

1930

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.1	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3 m, 1 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	0.542	Kg	36.500,00	19.783,00
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	0.013	Kg	38.200,00	496,60
117.1.1.1.14.32	Besi Beton Polos	18.092	Kg	16.900,00	305.754,78
117.1.1.1.22.37	Kayu Acuan	0.007	M3	3.952.700,00	27.668,90
117.1.1.1.22.73	Multiplak 12mm	0.056	lembar	193.700,00	10.847,20
117.1.1.1.22.230	Paku	0.1	Kg	25.700,00	2.570,00
117.2.2.6.1.94	Expansion Cap	0.048	M2	6.600,00	316,80
				Jumlah	1.665.977,83
	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	2.055.595,50

2020

24.2.7.1

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3 m, 1 lajur)

M3

2.055.595,50

Tidak Dipakai

1931

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.2	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 m, 1 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	0.541	Kg	36.500,00	19.746,50
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	17.599	Kg	16.900,00	297.423,12
117.1.1.1.22.37	Kayu Acuan	0.006	M3	3.952.700,00	23.716,20
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	0.052	M2	6.600,00	343,20
				Jumlah	1.651.812,16
	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	0.2092	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	2.041.429,84

2020

24.2.7.2

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 m, 1 lajur)

M3

2.041.429,84

Tidak Dipakai

1932

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.3	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 m, 1 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	0.542	Kg	36.500,00	19.783,00
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	17.146	Kg	16.900,00	289.767,40
117.1.1.1.22.37	Kayu Acuan	0.006	M3	3.952.700,00	23.716,20
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	1.642.761,24
	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	2.032.378,92

2020

24.2.7.3

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 m, 1 lajur)

M3

2.032.378,92

Tidak Dipakai

1933

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.4	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 m, 1 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	0.542	Kg	36.500,00	19.783,00
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	16.307	Kg	16.900,00	275.588,29
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	0.037	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	1.623.442,13
	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	2.013.059,80

2020

24.2.7.4

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 m, 1 lajur)

M3

2.013.059,80

Tidak Dipakai

1934

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.5	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 5 m, 1 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	0.541	Kg	36.500,00	19.746,50
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	16.007	Kg	16.900,00	270.518,30
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	0.034	lembar	193.700,00	6.585,80
117.1.1.1.22.230	Paku	0.06	Kg	25.700,00	1.542,00
117.2.2.6.1.94	Expansion Cap	0.054	M2	6.600,00	356,40
				Jumlah	1.613.635,15
	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	2.003.252,82

2020

24.2.7.5

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 5 m, 1 lajur)

M3

2.003.252,82

Tidak Dipakai

1935

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.6	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 2,75 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	1.042	Kg	36.500,00	38.033,00
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	19.503	Kg	16.900,00	329.600,70
117.1.1.1.22.37	Kayu Acuan	0.006	M3	3.952.700,00	23.716,20
117.1.1.1.22.73	Multiplak 12mm	0.061	lembar	193.700,00	11.815,70
117.1.1.1.22.230	Paku	0.109	Kg	25.700,00	2.801,30
117.2.2.6.1.94	Expansion Cap	0.052	M2	6.600,00	343,20
				Jumlah	1.705.385,45
	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	2.095.003,13

2020

24.2.7.6

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 2,75 m, 2 lajur)

M3

2.095.003,13

Tidak Dipakai

1936

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.7	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3 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	1.001	Kg	36.500,00	36.536,50
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	0.013	Kg	38.200,00	496,60
117.1.1.1.14.32	Besi Beton Polos	18.204	Kg	16.900,00	307.647,61
117.1.1.1.22.37	Kayu Acuan	0.006	M3	3.952.700,00	23.716,20
117.1.1.1.22.73	Multiplak 12mm	0.056	lembar	193.700,00	10.847,20
117.1.1.1.22.230	Paku	0.1	Kg	25.700,00	2.570,00
117.2.2.6.1.94	Expansion Cap	0.048	M2	6.600,00	316,80
				Jumlah	1.680.671,45
	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	2.070.289,13

2020

24.2.7.7

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3 m, 2 lajur)

M3

2.070.289,13

Tidak Dipakai

1937

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.8	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 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	0.936	Kg	36.500,00	34.164,00
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	1.663.892,74
	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	2.053.510,41

2020

24.2.7.8

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 3,5 m, 2 lajur)

M3

2.053.510,41

Tidak Dipakai

1938

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.9	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 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	0.887	Kg	36.500,00	32.375,50
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	1.648.867,94
	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	2.038.485,61

2020

24.2.7.9

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4 m, 2 lajur)

M3

2.038.485,61

Tidak Dipakai

1939

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.10	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 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	0.849	Kg	36.500,00	30.988,50
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	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	1.631.962,44
	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	2.021.580,12

2020

24.2.7.10

Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 4,5 m, 2 lajur)

M3

2.021.580,12

Tidak Dipakai

1940

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.7.11	Perkerasan Jalan Beton (Fc' = 30 Mpa, tebal 25 cm uk. 5 m x 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	0.819	Kg	36.500,00	29.893,50
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	16.141	Kg	16.900,00	272.782,91
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	0.034	lembar	193.700,00	6.585,80
117.1.1.1.22.230	Paku	0.06	Kg	25.700,00	1.542,00
117.2.2.6.1.94	Expansion Cap	0.054	M2	6.600,00	356,40
				Jumlah	1.622.094,06
	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	2.011.711,73

2020

24.2.7.11

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

M3

2.011.711,73

Tidak Dipakai