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ANALISA HARGA SATUAN PEKERJAAN Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran U-Ditch Pracetak U400 m UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : U 400 Equipment + Fuel : 1 Dump Truck 2 Alat Bantu
Jam Jam Jam
3.5770 1.7850 0.1789
8,571.43 13,714.29 17,142.86
bh
0.8333
487,395.00
Jam ls
0.0500 1.0000
244,000.00 10,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran U-Ditch Pracetak U500 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : U 500 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
5.3780 2.1050 0.2689
8,571.43 13,714.29 17,142.86
bh
0.8333
846,790.00
Jam Jam ls
0.0333 0.0142 1.0000
244,000.00 506,000.00 10,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran U-Ditch Pracetak U600 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : U 600 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
5.3780 2.1050 0.2689
8,571.43 13,714.29 17,142.86
bh
0.8333
1,015,180.00
Jam Jam ls
0.0333 0.0142 1.0000
244,000.00 506,000.00 10,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran U-Ditch Pracetak U700 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : U 700 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
5.3780 2.1050 0.2689
8,571.43 13,714.29 17,142.86
bh
0.8333
1,218,870.00
Jam Jam ls
0.0333 0.0142 1.0000
244,000.00 506,000.00 10,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran U-Ditch Pracetak U800 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
Pekerja 1 Pekerja 2 Tukang 3 Mandor
Jam Jam Jam
5.3780 2.1050 0.2689
8,571.43 13,714.29 17,142.86
B
C
D
Materials : U 800 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
bh
0.8333
1,433,005.00
Jam Jam ls
0.0333 0.0142 1.0000
244,000.00 506,000.00 10,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran U-Ditch Pracetak U1000 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : U 1000 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
8.7850 4.8930 0.4393
8,571.43 13,714.29 17,142.86
bh
0.8333
2,026,285.00
Jam Jam ls
0.0500 0.0404 1.0000
244,000.00 506,000.00 40,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran ICP - 400 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : 1CP - 400 Equipment + Fuel : 1 Dump Truck
Jam Jam Jam
3.8700 1.8500 0.1935
8,571.43 13,714.29 17,142.86
bh
0.8333
1,219,625.00
Jam
0.0400
244,000.00
2 Alat Bantu D
ls
1.0000
15,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran ICP - 500 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : 1CP - 500 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
5.5780 2.4650 0.2789
8,571.43 13,714.29 17,142.86
bh
0.8333
1,941,470.00
Jam Jam ls
0.0500 0.0237 1.0000
244,000.00 506,000.00 15,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran ICP - 600 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : 1CP - 600 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jam Jam Jam
7.7400 3.7000 0.3870
8,571.43 13,714.29 17,142.86
bh
0.8333
1,980,295.00
Jam Jam ls
0.1600 0.0237 1.0000
244,000.00 506,000.00 15,000.00
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran ICP - 700 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : 1CP - 700 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
11.1560 4.9300 0.5578
8,571.43 13,714.29 17,142.86
bh
0.8333
2,027,385.00
Jam Jam ls
0.1500 0.0711 1.0000
244,000.00 506,000.00 30,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
ANALISA HARGA SATUAN PEKERJAAN Jenis Pekerjaan satuan NO. URAIAN
: :
- Batu Pecah, CBR > 80% (t = 200 mm), termasuk bahu jalan 2000 M3 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Man Power : 1 Pekerja 2 Tukang 3 Mandor
Jam Hour Jam
0.5294 0.0265
8,571.43 13,714.29 17,142.86
Materials : 1 Base Course A
m3
1.1000
361,800.00
Equipment + Fuel : 1 Dump Truck 2 Motor Grader 3 Vibratory Roller 4 Water Truck Tangker
Jam Jam Jam Jam
0.3015 0.0167 0.0176 0.0074
244,000.00 514,800.00 493,000.00 230,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan
: :
- Sirtu, CBR > 50% (t = 250 mm), termasuk bahu jalan 2000 mm m3
NO.
URAIAN
UNIT
KOEFISIEN
HARGA SATUAN (Rp.)
A
B
Man Power : 1 Pekerja 2 Tukang 3 Mandor
Jam Jam Jam
0.5294 0.0265
8,571.43 13,714.29 17,142.86
Materials : 1 Sirtu
m3
1.1000
270,000.00
Jam Jam Jam Jam
0.0086 0.0176 0.0074
244,000.00 514,800.00 493,000.00 230,000.00
C 1 2 3 4 D
Equipment + Fuel : Dump Truck Motor Grader Vibratory Roller Water Truck Tangker JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
- Aspal Beton, MS 744 ( t = 70 mm), tanpa bahu Jalan m2 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
5 D
Man Power : 1 Pekerja 2 Tukang 3 Mandor Materials : 1 Hotmix (AC-BC)
Equipment + Fuel : 1 Dump Truck 2 Asphalt Finisher 3 Tandem Roller 4 Pneumatic Tire Roller Water Truck Tangker Total (A + B + C) Pembulatan
Jam Hour Jam
1.1470 0.0170
8,571.43 13,714.29 17,142.86
ton
0.1610
1,057,153.50
Jam Jam Jam Jam Hour
0.1780 0.0420 0.0460 0.0230 0.0230
244,000.00 345,200.00 292,000.00 270,000.00 230,000.00
JUMLAH (Rp.) 30,660.00 24,480.00 3,066.00
406,162.50
12,200.00 10,000.00 486,568.50 486,560.00
JUMLAH (Rp.) 46,097.14 28,868.57 4,609.71
705,658.33
8,133.33 7,170.00 10,000.00 764,439.95 764,430.00
JUMLAH (Rp.)
46,097.14 28,868.57 4,609.71
845,983.33
8,133.33 7,170.00 10,000.00 904,764.95 904,760.00
JUMLAH (Rp.) 46,097.14 28,868.57 4,609.71
1,015,725.00
8,133.33 7,170.00 10,000.00 1,074,506.62 1,074,500.00
JUMLAH (Rp.) 46,097.14 28,868.57 4,609.71
1,194,170.83
8,133.33 7,170.00 10,000.00 1,252,952.45 1,252,950.00
JUMLAH (Rp.) 75,300.00 67,104.00 7,530.00
1,688,570.83
12,200.00 20,442.40 40,000.00 1,911,147.23 1,911,140.00
JUMLAH (Rp.) 33,171.43 25,371.43 3,317.14
1,016,354.17
9,760.00
15,000.00 1,102,974.17 1,102,970.00
JUMLAH (Rp.) 47,811.43 33,805.71 4,781.14
1,617,891.67
12,200.00 11,992.20 15,000.00 1,743,482.15 1,743,480.00
JUMLAH (Rp.) 66,342.86 50,742.86 6,634.29
1,650,245.83
39,040.00 11,992.20 15,000.00 1,839,998.03 1,839,990.00
JUMLAH (Rp.) 95,622.86 67,611.43 9,562.29
1,689,487.50
36,600.00 35,976.60 30,000.00 1,964,860.67 1,964,860.00
m), termasuk bahu jalan 2000 mm JUMLAH (Rp.) 4,537.71 453.77
397,980.00
73,566.00 8,580.00 8,676.80 1,702.00 495,496.29 495,400.00
masuk bahu jalan 2000 mm
JUMLAH (Rp.) 4,537.71 453.77
297,000.00
4,427.28 8,676.80 1,702.00 316,797.57 316,700.00
tanpa bahu Jalan JUMLAH (Rp.) 9,831.43 291.43
170,201.71
43,432.00 14,498.40 13,432.00 6,210.00 5,290.00 263,186.97 263,100.00
: :
Pekerjaan Saluran U-Ditch Pracetak U400 m UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : U 400 Equipment + Fuel : 1 Dump Truck 2 Alat Bantu
Jam Jam Jam
3.5770 1.7850 0.1789
8,571.43 13,714.29 17,142.86
bh
0.8333
487,395.00
Jam ls
0.0500 1.0000
244,000.00 10,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran U-Ditch Pracetak U500 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : U 500 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
5.3780 2.1050 0.2689
8,571.43 13,714.29 17,142.86
bh
0.8333
846,790.00
Jam Jam ls
0.0333 0.0142 1.0000
244,000.00 506,000.00 10,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran U-Ditch Pracetak U600 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : U 600 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
5.3780 2.1050 0.2689
8,571.43 13,714.29 17,142.86
bh
0.8333
1,015,180.00
Jam Jam ls
0.0333 0.0142 1.0000
244,000.00 506,000.00 10,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran U-Ditch Pracetak U700 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : U 700 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
5.3780 2.1050 0.2689
8,571.43 13,714.29 17,142.86
bh
0.8333
1,218,870.00
Jam Jam ls
0.0333 0.0142 1.0000
244,000.00 506,000.00 10,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran U-Ditch Pracetak U800 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
Pekerja 1 Pekerja 2 Tukang 3 Mandor
Jam Jam Jam
5.3780 2.1050 0.2689
8,571.43 13,714.29 17,142.86
B
C
D
Materials : U 800 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
bh
0.8333
1,433,005.00
Jam Jam ls
0.0333 0.0142 1.0000
244,000.00 506,000.00 10,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran U-Ditch Pracetak U1000 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : U 1000 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
8.7850 4.8930 0.4393
8,571.43 13,714.29 17,142.86
bh
0.8333
2,026,285.00
Jam Jam ls
0.0500 0.0404 1.0000
244,000.00 506,000.00 40,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran ICP - 400 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : 1CP - 400 Equipment + Fuel : 1 Dump Truck
Jam Jam Jam
3.8700 1.8500 0.1935
8,571.43 13,714.29 17,142.86
bh
0.8333
1,219,625.00
Jam
0.0400
244,000.00
2 Alat Bantu D
ls
1.0000
15,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran ICP - 500 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : 1CP - 500 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
5.5780 2.4650 0.2789
8,571.43 13,714.29 17,142.86
bh
0.8333
1,941,470.00
Jam Jam ls
0.0500 0.0237 1.0000
244,000.00 506,000.00 15,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran ICP - 600 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : 1CP - 600 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jam Jam Jam
7.7400 3.7000 0.3870
8,571.43 13,714.29 17,142.86
bh
0.8333
1,980,295.00
Jam Jam ls
0.1600 0.0237 1.0000
244,000.00 506,000.00 15,000.00
Jenis Pekerjaan satuan NO. URAIAN
: :
Pekerjaan Saluran ICP - 700 M1 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Pekerja 1 Pekerja 2 Tukang 3 Mandor Materials : 1CP - 700 Equipment + Fuel : 1 Dump Truck 2 Excavator 3 Alat Bantu
Jam Jam Jam
11.1560 4.9300 0.5578
8,571.43 13,714.29 17,142.86
bh
0.8333
2,027,385.00
Jam Jam ls
0.1500 0.0711 1.0000
244,000.00 506,000.00 30,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
ANALISA HARGA SATUAN PEKERJAAN Jenis Pekerjaan satuan NO. URAIAN
: :
- Batu Pecah, CBR > 80% (t = 200 mm), termasuk bahu jalan 2000 M3 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
D
Man Power : 1 Pekerja 2 Tukang 3 Mandor
Jam Hour Jam
0.5294 0.0265
8,571.43 13,714.29 17,142.86
Materials : 1 Base Course A
m3
1.1000
361,800.00
Equipment + Fuel : 1 Dump Truck 2 Motor Grader 3 Vibratory Roller 4 Water Truck Tangker
Jam Jam Jam Jam
0.3015 0.0167 0.0176 0.0074
244,000.00 514,800.00 493,000.00 230,000.00
JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan
: :
- Sirtu, CBR > 50% (t = 250 mm), termasuk bahu jalan 2000 mm m3
NO.
URAIAN
UNIT
KOEFISIEN
HARGA SATUAN (Rp.)
A
B
Man Power : 1 Pekerja 2 Tukang 3 Mandor
Jam Jam Jam
0.5294 0.0265
8,571.43 13,714.29 17,142.86
Materials : 1 Sirtu
m3
1.1000
270,000.00
Jam Jam Jam Jam
0.0086 0.0176 0.0074
244,000.00 514,800.00 493,000.00 230,000.00
C 1 2 3 4 D
Equipment + Fuel : Dump Truck Motor Grader Vibratory Roller Water Truck Tangker JUMLAH TOTAL HARGA ( A + B + C ) PEMBULATAN
Jenis Pekerjaan satuan NO. URAIAN
: :
- Aspal Beton, MS 744 ( t = 70 mm), tanpa bahu Jalan m2 UNIT KOEFISIEN HARGA SATUAN (Rp.)
A
B
C
5 D
Man Power : 1 Pekerja 2 Tukang 3 Mandor Materials : 1 Hotmix (AC-BC)
Equipment + Fuel : 1 Dump Truck 2 Asphalt Finisher 3 Tandem Roller 4 Pneumatic Tire Roller Water Truck Tangker Total (A + B + C) Pembulatan
Jam Hour Jam
1.1470 0.0170
8,571.43 13,714.29 17,142.86
ton
0.1610
1,057,153.50
Jam Jam Jam Jam Hour
0.1780 0.0420 0.0460 0.0230 0.0230
244,000.00 345,200.00 292,000.00 270,000.00 230,000.00
JUMLAH (Rp.) 30,660.00 24,480.00 3,066.00
406,162.50
12,200.00 10,000.00 486,568.50 486,560.00
JUMLAH (Rp.) 46,097.14 28,868.57 4,609.71
705,658.33
8,133.33 7,170.00 10,000.00 764,439.95 764,430.00
JUMLAH (Rp.)
46,097.14 28,868.57 4,609.71
845,983.33
8,133.33 7,170.00 10,000.00 904,764.95 904,760.00
JUMLAH (Rp.) 46,097.14 28,868.57 4,609.71
1,015,725.00
8,133.33 7,170.00 10,000.00 1,074,506.62 1,074,500.00
JUMLAH (Rp.) 46,097.14 28,868.57 4,609.71
1,194,170.83
8,133.33 7,170.00 10,000.00 1,252,952.45 1,252,950.00
JUMLAH (Rp.) 75,300.00 67,104.00 7,530.00
1,688,570.83
12,200.00 20,442.40 40,000.00 1,911,147.23 1,911,140.00
JUMLAH (Rp.) 33,171.43 25,371.43 3,317.14
1,016,354.17
9,760.00
15,000.00 1,102,974.17 1,102,970.00
JUMLAH (Rp.) 47,811.43 33,805.71 4,781.14
1,617,891.67
12,200.00 11,992.20 15,000.00 1,743,482.15 1,743,480.00
JUMLAH (Rp.) 66,342.86 50,742.86 6,634.29
1,650,245.83
39,040.00 11,992.20 15,000.00 1,839,998.03 1,839,990.00
JUMLAH (Rp.) 95,622.86 67,611.43 9,562.29
1,689,487.50
36,600.00 35,976.60 30,000.00 1,964,860.67 1,964,860.00
m), termasuk bahu jalan 2000 mm JUMLAH (Rp.) 4,537.71 453.77
397,980.00
73,566.00 8,580.00 8,676.80 1,702.00 495,496.29 495,400.00
masuk bahu jalan 2000 mm
JUMLAH (Rp.) 4,537.71 453.77
297,000.00
4,427.28 8,676.80 1,702.00 316,797.57 316,700.00
tanpa bahu Jalan JUMLAH (Rp.) 9,831.43 291.43
170,201.71
43,432.00 14,498.40 13,432.00 6,210.00 5,290.00 263,186.97 263,100.00
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