Harga Satuan Pokok Kegiatan

1681

2020

24.2.3.99

Aspal Cair Emulsi untuk Precoated

liter

46.527,81

Tidak Dipakai

1682

2020

24.2.3.100

Aspal Emulsi untuk Precoated

liter

57.580,17

Tidak Dipakai

1683

2020

24.2.3.101

Aspal Emulsi Modifikasi untuk Precoated

liter

57.692,23

Tidak Dipakai

1684

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.3.102	Lapis Pondasi Aggregat Kelas S		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0012	OH	206.800,00	248,16
123.1.1.1.1.14	Pekerja Terlatih	0.0085	OH	150.800,00	1.281,80
				Jumlah	1.529,96
	Bahan/Material:
117.1.1.1.2.70	Aggregat S	1.2586	M3	320.200,00	403.003,72
				Jumlah	403.003,72
	Sewa Peralatan:
123.2.2.1.2.24	Dump Truck	0.2364	jam	513.600,00	121.415,04
123.2.2.1.2.39	Motor Grader	0.0043	jam	1.115.300,00	4.795,79
123.2.2.1.2.49	Tandem Roller	0.0054	jam	699.100,00	3.775,14
123.2.2.1.2.62	Water Tanker	0.0141	jam	525.600,00	7.410,96
123.2.2.1.2.64	Wheel Loader	0.0085	jam	844.500,00	7.178,25
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	145.975,18
				Nilai HSPK	550.508,86

2020

24.2.3.102

Lapis Pondasi Aggregat Kelas S

M3

550.508,86

Tidak Dipakai

1685

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.3.103	Lapis ATB		ton
	Upah:
123.1.1.1.1.6	Mandor	0.0613	OH	206.800,00	12.676,84
123.1.1.1.1.14	Pekerja Terlatih	0.4293	OH	150.800,00	64.738,44
				Jumlah	77.415,28
	Bahan/Material:
117.1.1.1.1.17	Aspal	157	Kg	17.900,00	2.810.300,00
117.1.1.1.4.3	Pasir Kasar	0.7028	M3	247.100,00	173.661,87
117.1.1.1.4.23	Pasir Halus 1	0.5341	M3	258.200,00	137.904,62
				Jumlah	3.121.866,49
	Sewa Peralatan:
123.2.2.1.2.1	AMP	0.0613	jam	9.100.600,00	557.866,76
123.2.2.1.2.3	Asphalt Finisher	0.0767	jam	1.315.400,00	100.891,18
123.2.2.1.2.24	Dump Truck	0.5429	jam	513.600,00	278.833,45
123.2.2.1.2.44	Pneumatic Tyre Roller	0.0356	jam	653.700,00	23.271,72
123.2.2.1.2.49	Tandem Roller	0.0476	jam	699.100,00	33.277,16
123.2.2.1.2.64	Wheel Loader	0.0421	jam	844.500,00	35.553,45
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	1.031.093,73
				Nilai HSPK	4.230.375,51

2020

24.2.3.103

Lapis ATB

ton

4.230.375,51

Tidak Dipakai

1686

2020

24.2.3.104

Pemasanganan Beton Pra-cetak - Saluran tertutup 100/120

M

395.728,00

Tidak Dipakai

1687

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.1	Beton mutu tinggi fc’=50 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	646.84	Kg	1.900,00	1.228.996,05
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.4345	M3	247.100,00	107.364,95
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	3.207.182,63
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0843	jam	525.600,00	44.308,08
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	459.369,16
				Nilai HSPK	3.732.636,29

2020

24.2.4.1

Beton mutu tinggi fc’=50 Mpa

M3

3.732.636,29

Tidak Dipakai

1688

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.2	Beton mutu tinggi fc’=45 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	595.34	Kg	1.900,00	1.131.146,05
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.4345	M3	247.100,00	107.364,95
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	4.8	Kg	25.700,00	123.360,00
				Jumlah	3.150.452,64
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.3413	jam	1.116.600,00	381.095,59
123.2.2.1.2.61	Water Tank Truck	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	501.688,39
				Nilai HSPK	3.718.225,53

2020

24.2.4.2

Beton mutu tinggi fc’=45 Mpa

M3

3.718.225,53

Tidak Dipakai

1689

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.3	Beton mutu tinggi fc’=40 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	543.84	Kg	1.900,00	1.033.296,05
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.4345	M3	247.100,00	107.364,95
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	3.011.482,63
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0723	jam	525.600,00	38.000,88
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	453.061,97
				Nilai HSPK	3.530.629,10

2020

24.2.4.3

Beton mutu tinggi fc’=40 Mpa

M3

3.530.629,10

Tidak Dipakai

1690

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.4	Beton mutu tinggi fc’=35 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	492.34	Kg	1.900,00	935.445,99
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.5024	M3	247.100,00	124.143,04
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	4.8	Kg	25.700,00	123.360,00
				Jumlah	2.971.530,66
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	435.139,00
				Nilai HSPK	3.472.754,16

2020

24.2.4.4

Beton mutu tinggi fc’=35 Mpa

M3

3.472.754,16

Tidak Dipakai

1691

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.5	Beton mutu sedang fc’=30 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	469.68	Kg	1.900,00	892.391,99
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.5145	M3	247.100,00	127.132,96
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	2.890.346,57
	Sewa Peralatan:
123.2.2.1.2.40	Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	435.139,00
				Nilai HSPK	3.391.570,07

2020

24.2.4.5

Beton mutu sedang fc’=30 Mpa

M3

3.391.570,07

Tidak Dipakai

1692

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.6	Beton mutu sedang fc’= 25 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	469.68	Kg	1.900,00	892.391,99
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.5097	M3	247.100,00	125.946,87
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	2.889.160,49
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	435.139,00
				Nilai HSPK	3.390.383,99

2020

24.2.4.6

Beton mutu sedang fc’= 25 Mpa

M3

3.390.383,99

Tidak Dipakai

1693

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.7	Beton mutu sedang fc’= 20 MPa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.2582	OH	177.500,00	45.830,50
				Jumlah	66.084,50
	Bahan/Material:
117.1.1.1.2.52	Semen	422.3	Kg	1.900,00	802.369,98
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.5412	M3	247.100,00	133.730,52
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	2.806.922,12
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	435.139,00
				Nilai HSPK	3.308.145,62

2020

24.2.4.7

Beton mutu sedang fc’= 20 MPa

M3

3.308.145,62

Tidak Dipakai

1694

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.8	Beton mutu sedang fc’= 20 MPa (utk box culvert)		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0143	OH	206.800,00	2.957,24
123.1.1.1.1.14	Pekerja Terlatih	0.1147	OH	150.800,00	17.296,76
123.1.1.1.1.23	Tukang	0.1578	OH	177.500,00	28.009,50
				Jumlah	48.263,50
	Bahan/Material:
117.1.1.1.2.52	Semen	422.3	Kg	1.900,00	802.369,98
117.1.1.1.2.68	Aggregat Kasar	0.744	M3	278.900,00	207.501,60
117.1.1.1.4.2	Pasir Beton	0.5412	M3	247.100,00	133.730,52
117.1.1.1.22.56	Kayu Perancah	0.2	M3	3.952.700,00	790.540,01
117.1.1.1.22.230	Paku	1.6	Kg	25.700,00	41.120,00
				Jumlah	1.975.262,11
	Sewa Peralatan:
123.2.2.1.2.15	Concrete Pan Mixer	0.1004	jam	987.200,00	99.114,88
123.2.2.1.2.58	Truck Mixer	0.2817	jam	1.116.600,00	314.546,20
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	435.139,00
				Nilai HSPK	2.458.664,61

2020

24.2.4.8

Beton mutu sedang fc’= 20 MPa (utk box culvert)

M3

2.458.664,61

Tidak Dipakai

1695

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.9	Beton mutu rendah fc’= 15 MPa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0978	OH	206.800,00	20.225,04
123.1.1.1.1.14	Pekerja Terlatih	0.1957	OH	150.800,00	29.511,56
123.1.1.1.1.23	Tukang	0.3914	OH	177.500,00	69.473,50
				Jumlah	119.210,10
	Bahan/Material:
117.1.1.1.2.52	Semen	327.54	Kg	1.900,00	622.326,02
117.1.1.1.2.68	Aggregat Kasar	0.9053	M3	278.900,00	252.488,18
117.1.1.1.4.2	Pasir Beton	0.5024	M3	247.100,00	124.143,04
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	2.662.277,25
	Sewa Peralatan:
123.2.2.1.2.14	Concrete Mixer	0.6849	jam	228.200,00	156.294,18
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	177.772,10
				Nilai HSPK	2.959.259,45

2020

24.2.4.9

Beton mutu rendah fc’= 15 MPa

M3

2.959.259,45

Tidak Dipakai

1696

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.10	Beton mutu rendah fc’= 15 MPa (utk cover slab)		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0978	OH	206.800,00	20.225,04
123.1.1.1.1.14	Pekerja Terlatih	0.1957	OH	150.800,00	29.511,56
123.1.1.1.1.23	Tukang	0.1957	OH	177.500,00	34.736,75
				Jumlah	84.473,35
	Bahan/Material:
117.1.1.1.2.52	Semen	327.54	Kg	1.900,00	622.326,02
117.1.1.1.2.68	Aggregat Kasar	0.9053	M3	278.900,00	252.488,18
117.1.1.1.4.2	Pasir Beton	0.5024	M3	247.100,00	124.143,04
				Jumlah	998.957,23
	Sewa Peralatan:
123.2.2.1.2.14	Concrete Mixer	0.6849	jam	228.200,00	156.294,18
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	177.772,10
				Nilai HSPK	1.261.202,68

2020

24.2.4.10

Beton mutu rendah fc’= 15 MPa (utk cover slab)

M3

1.261.202,68

Tidak Dipakai

1697

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.11	Beton mutu rendah fc’= 15 MPa (utk cover slab) 1		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0978	OH	206.800,00	20.225,04
123.1.1.1.1.14	Pekerja Terlatih	0.1957	OH	150.800,00	29.511,56
123.1.1.1.1.23	Tukang	0.1957	OH	177.500,00	34.736,75
				Jumlah	84.473,35
	Bahan/Material:
117.1.1.1.2.52	Semen	327.54	Kg	1.900,00	622.326,02
117.1.1.1.2.68	Aggregat Kasar	0.9053	M3	278.900,00	252.488,18
117.1.1.1.4.2	Pasir Beton	0.5024	M3	247.100,00	124.143,04
				Jumlah	998.957,23
	Sewa Peralatan:
123.2.2.1.2.14	Concrete Mixer	0.6849	jam	228.200,00	156.294,18
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	177.772,10
				Nilai HSPK	1.261.202,68

2020

24.2.4.11

Beton mutu rendah fc’= 15 MPa (utk cover slab) 1

M3

1.261.202,68

Tidak Dipakai

1698

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.12	Beton Siklop fc’=15 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0978	OH	206.800,00	20.225,04
123.1.1.1.1.14	Pekerja Terlatih	1.1742	OH	150.800,00	177.069,37
123.1.1.1.1.23	Tukang	0.0978	OH	177.500,00	17.359,50
				Jumlah	214.653,91
	Bahan/Material:
117.1.1.1.2.52	Semen	229.278	Kg	1.900,00	435.628,20
117.1.1.1.2.68	Aggregat Kasar	0.6337	M3	278.900,00	176.738,93
117.1.1.1.4.2	Pasir Beton	0.3517	M3	247.100,00	86.905,07
117.1.1.1.5.86	Batu Kali	0.6518	M3	400.200,00	260.850,35
				Jumlah	960.122,56
	Sewa Peralatan:
123.2.2.1.2.14	Concrete Mixer	0.6849	jam	228.200,00	156.294,18
123.2.2.1.2.18	Concrete Vibrator	0.6849	jam	76.100,00	52.120,89
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	229.892,98
				Nilai HSPK	1.404.669,45

2020

24.2.4.12

Beton Siklop fc’=15 Mpa

M3

1.404.669,45

Tidak Dipakai

1699

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.13	Beton mutu rendah fc’= 10 Mpa		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0978	OH	206.800,00	20.225,04
123.1.1.1.1.14	Pekerja Terlatih	0.1957	OH	150.800,00	29.511,56
123.1.1.1.1.23	Tukang	0.3914	OH	177.500,00	69.473,50
				Jumlah	119.210,10
	Bahan/Material:
117.1.1.1.2.52	Semen	311.06	Kg	1.900,00	591.014,00
117.1.1.1.2.68	Aggregat Kasar	0.9053	M3	278.900,00	252.488,18
117.1.1.1.4.2	Pasir Beton	0.5113	M3	247.100,00	126.342,24
117.1.1.1.22.56	Kayu Perancah	0.4	M3	3.952.700,00	1.581.080,02
117.1.1.1.22.230	Paku	3.2	Kg	25.700,00	82.240,00
				Jumlah	2.633.164,43
	Sewa Peralatan:
123.2.2.1.2.14	Concrete Mixer	0.6849	jam	228.200,00	156.294,18
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	177.772,10
				Nilai HSPK	2.930.146,63

2020

24.2.4.13

Beton mutu rendah fc’= 10 Mpa

M3

2.930.146,63

Tidak Dipakai

1700

NOMOR	URAIAN KEGIATAN	KOEF.	SAT	HARGA SATUAN	HARGA
24.2.4.14	Beton mutu rendah fc’= 10 Mpa (utk talud drainase)		M3
	Upah:
123.1.1.1.1.6	Mandor	0.0978	OH	206.800,00	20.225,04
123.1.1.1.1.14	Pekerja Terlatih	0.1957	OH	150.800,00	29.511,56
123.1.1.1.1.23	Tukang	0.1957	OH	177.500,00	34.736,75
				Jumlah	84.473,35
	Bahan/Material:
117.1.1.1.2.52	Semen	311.06	Kg	1.900,00	591.014,00
117.1.1.1.2.68	Aggregat Kasar	0.9053	M3	278.900,00	252.488,18
117.1.1.1.4.2	Pasir Beton	0.5113	M3	247.100,00	126.342,24
117.1.1.1.22.56	Kayu Perancah	0.144	M3	3.952.700,00	569.188,78
117.1.1.1.22.230	Paku	1.152	Kg	25.700,00	29.606,40
				Jumlah	1.568.639,58
	Sewa Peralatan:
123.2.2.1.2.14	Concrete Mixer	0.6849	jam	228.200,00	156.294,18
123.2.2.1.2.62	Water Tanker	0.0382	jam	525.600,00	20.077,92
123.2.2.1.3.1	Alat Bantu	1	LS	1.400,00	1.400,00
				Jumlah	177.772,10
				Nilai HSPK	1.830.885,03

2020

24.2.4.14

Beton mutu rendah fc’= 10 Mpa (utk talud drainase)

M3

1.830.885,03

Tidak Dipakai