Jam Kerja, Kuantitas

BAB III

URAIAN PERHITUNGAN

1.2 Perhitungan Kuantitas Pekerjaan

No Uraian Perhitungan Satuan

1 Panjang pengukuranPanjang STA x lebar

= 6.300 m x 10 m = 63.000 m2M2

2 Pekerjaan pembersihan

Panjang STA x tebal x lebar

= 6.300 m x 0,2 m x 10 m

= 12.600 m3

M3

3 Direksi keetPanjang x lebar

= 4 m x 4 m = 16 m2M2

4 Pekerjaan tanah

Volume galian = 124.122,27 m3

Volume timbunan x Fg = 90.105,375

m3 x 1,25= 112.631,72 m3

M3a. Galian

b. Timbunan

5 Pekerjaan badan jalan

Panjang STA x lebar x tebal x Fg

= 6.300 m x 10 m x 0,32 m x 1,18

= 23.788,8 m3

M3

a. Lapisan pondasi bawah

b. Lapisan pondasi atas


= 6.300 m x 10 m x 0,2 m x 1,11

= 13.986 m3

M3

c. Lapisan permukaan


= 6.300 m x 7 m x 0,08 m x 1,11

= 5.594,4 m3

M3

6 Pekerjaan bangunan pelengkap Volume gorong-gorong = (14

πd2 x

lebar)

=( 14

x 3,14 x (0,8 m)2 )x 10 m =

5,024 m3

M3

a. Gorong-gorong

d = 0, 8 m

Jumlah titik = 21

b. Galian gorong-gorong

Panjang x lebar x tinggi x jumlah titik

= 10 m x 1 m x 1 m x 21

= 210 m3

M3

c. Pasir Urug

Panjang x lebar x tinggi x jumlah titik

= 10 m x 1 m x 0,1 m x 21

= 21 m3

M3

d. Pasir Timbunan

Vol. Gorong-gorong-Vol. gorong-

gorong-Vol. Pasir urug

= 210 m3- 5,024 m3 – 21 m3

= 183,976 m3

M3

e. Jumlah Gorong-gorong

Jumlah titik x jumlah gorong-gorong

dalam satu titik

= 21 x 10 ÷ 0,5 = 420 buah

buah

7 Pekerjaan Prime Coat

Panjang STA x Lebar permukaan x

0,8 liter/m3

= 4.273m x 7m x 0,8 l/m3=23928,8 ltr

Liter

1.3 Perhitungan Jam Kerja dan Hari Kerja Alat

1. Pekerjaan Pembersihan

Volume : 12.600 m3

No Jenis Alat PKA (m3/jam) Jam Kerja (jam) Hari Kerja (Hari)

1 Bulldozer 189,917

VolumePKA

= 12.600m ³189,917m ³/ jam

= 66,344

jamkerja8 jam/hari

=66,344 jam8 jam /hari

= 8,293 ~ 9

2 Dump Truck 31,86 395,480 49,435 ~ 50

3 Wheel Loader 37,629 334,848 41,85 ~ 42

2. Pekerjaan Galian

Volume : 124.122,27 m3


1 Excavator 86,033VolumePKA

= 124.122,27m ³86,033m ³/ jam

= 1442,728

jamkerja8 jam/hari


= 57,816 ~ 58

2 Bulldozer 189,917 653,56 81,695 ~ 82

3 Dump Truck 31,86 3895,86 486,98 ~ 487

3. Pekerjaan Timbunan

Volume : 112.631,72 m3


1 Bulldozer 189,917

VolumePKA

= 112.631,72m ³189,917m ³/ jam

= 593,05

jamkerja8 jam/hari


= 74,131 ~ 75

2 Wheel Loader 37,629 2993,215 374,151 ~ 375

3 Dump Truck 31,86 3535,207 441,9 ~ 442

4 Tandem Roller 363,042 310,244 38,78 ~ 39

5 Water Tank Truck 7,0782 15912,48 1989,06 ~ 1990

4. Pekerjaan Lapisan Pondasi Bawah

Volume : m3


1 Motor Grader

2 Tandem Roller

3 Dump Truck

4 Water Tank Truck

5. Pekerjaan Lapisan Pondasi Atas

Volume = m3


1 Motor Grader

2 Tandem Roller

3 Dump Truck

4 Water Tank Truck

6. Pekerjaan Prime Coat

Volume = liter = m3


1 Asphalt Sprayer

7. Pekerjaan Lapisan Permukaan

Volume = 5594,4 m3

No Jenis AlatPKA

(m3/jam)Jam Kerja (jam) Hari Kerja (Hari)

1 Asphalt Finisher 139,44

volumePKA

= 5594,4 jam139,44m ³/ jam

= 40,120

jamkerja8 jam/hari


= 5,015 ~ 6

2Pneumatic Tired

Roller129,0069 43,365 5,42 ~ 6

3 Dump Truck 31,86 175,593 21,94 ~ 22

4 Tandem Roller 66,4 84,253 10,53 ~ 11

5 Water Tank Truck 7,0782 790,37 98,796 ~ 99

6Asphalt Mixing

Plant84,6849 66,061 8,257 ~ 9

Perhitungan Jumlah Alat, Koefisien Alat, Koefisien Upah dan Koefisien Material

1. Pekerjaan pembersihanPKA Bulldozer = 189,917 m3/jamPKA Dumptruck = 31,86 m3/jamPKA Wheel loader = 37,629 m3/jam

a. Jumlah Alat

Rumus Jumlah Alat = PKA Alat DominanPKA Alat Dicari

Alat Dominan Bulldozer

- Bulldozer = 189,917m ³/ jam189,917m ³/ jam

=1unit

- Dumptruck = 189,917m ³/ jam31,867m ³/ jam

=5,69 6unit

- Wheel loader = 189,917m ³/ jam37,629m ³ / jam

=5,04 6unit

b. Koefisien Alat

Rumus Koefisien Alat = Jumlah Alat

PKA Alat Dominan

- Bulldozer = 1unit

189,917m ³/ jam=0,005265

- Dumptruck = 5,96unit

189,917m ³/ jam=0,0313

- Bulldozer = 5,04unit

189,917m ³/ jam=0,0265

c. Koefisien Tenaga Kerja

- Koefisien Mandor = 1 x8 Jam

PKA Alat Dominan x 8Jam

= 1x 8Jam

189,917m ³/ jamx 8Jam = 0,005265

- Koefisien Pekerja = 4 x 8Jam


= 4 x8 Jam

189,917m ³/ jamx 8Jam = 0,021

2. Pekerjaan Galian

PKA Excavator = 86,033 m3/jam

PKA Bulldozer = 189,917 m3/jamPKA Dumptruck = 31,86 m3/jam

a. Jumlah Alat



- Excavator = 81,033m ³/ jam81,033m ³/ jam

=1unit

- Bulldozer = 81,033m ³/ jam

189,917m ³/ jam=0,45 1unit


=2,7 3unit

b. Koefisien Alat


PKA Alat Dominan

- Excavator = 1unit

81,033m ³/ jam=0,01163


81,033m ³/ jam=0,00523


81,033m ³/ jam=0,0313




= 1x 8Jam

86,033m ³/ jamx 8Jam = 0,0116



= 4 x8 Jam

86,033m ³/ jamx 8Jam = 0,0464

3. Pekerjaan TimbunanPKA Bulldozer = 189,917 m3/jamPKA Dumptruck = 31,86 m3/jamPKA Wheel loader = 37,629 m3/jamPKA Tandem Roller = 363,042 m3/jamPKA Water Tank Truck = 7,0782 m3/jam

a. Jumlah Alat



- Bulldozer = 189,917m ³/ jam189,917m ³/ jam

=1unit


=5,69 6unit

- Wheel loader = 189,917m ³/ jam37,629m ³ / jam

=5,04 6unit

- Tandem Roller = 189,917m ³/ jam362,042m ³ / jam

=0,52 1unit

- Water Tank Truck = 189,917m ³/ jam7,0782m ³ / jam

=26,83 27unit

b. Koefisien Alat


PKA Alat Dominan

- Bulldozer = 1unit

189,917m ³/ jam=0,005265


189,917m ³/ jam=0,0313


189,917m ³/ jam=0,0265

- Tandem Roller = 0,52unit

189,917m ³/ jam=0,002738

- Water Tank Truck = 26,83unit

189,917m ³/ jam=0,1412




= 1x 8Jam

189,917m ³/ jamx 8Jam = 0,005265



= 4 x8 Jam

189,917m ³/ jamx 8Jam = 0,021

4. Pekerjaan Lapisan PermukaanPKA Asphalt Finisher = 139,44 m3/jamPKA Pneumatic Tire Roller = 129,0069 m3/jamPKA Dumptruck = 31,86 m3/jamPKA Tandem Roller = 66,4m3/jamPKA Water Tank Truck = 7,0782 m3/jamPKA Asphalt Mixing Plan = 84,6849 m3/jam

a. Jumlah Alat



- Asphalt Finisher = 139,44m ³/ jam139,44m ³/ jam

=1unit

- Pneumatic Tire Roller = 129,0069m ³ / jam129,0069m ³ / jam

=1unit


=1unit

- Tandem Roller = 66,4m ³/ jam66,4m ³/ jam

=1unit

- Water Tank Truck = 7,0782m ³ / jam7,0782m ³ / jam

=1unit

- Asphalt Mixing Plan = 84,6849m ³/ jam84,6849m ³/ jam

=1unit

b. Koefisien Alat


PKA Alat Dominan

- Asphalt Finisher = 1unit

189,917m ³/ jam=0,007171

- Pneumatic Tire Roller = 1unit

189,917m ³/ jam=0,007751

- Dumptruck = 1unit

189,917m ³/ jam=0,031

- Tandem Roller = 1unit

189,917m ³/ jam=0,015

- Water Tank Truck = 1unit

189,917m ³/ jam=0,141

- Asphalt Mixing Plan = 1unit

189,917m ³/ jam=0,011

-




= 1x 8Jam

84,6849m ³/ jamx 8Jam = 0,0118



= 4 x8 Jam

84,6849m ³/ jamx 8Jam = 0,0472

3.7Perhitungan analisa satuan pekerjaan.

No Uraian Koefisien Satuan Biaya Satuan (Rp)

Biaya Total ( Rp)

A. Tenaga Kerja

1.Mandor

2.Pekerja

0,005265

0,021

Jam

Jam

17.419,05

11.890,48

91,71

249,70

B. Bahan - - - -

C. Peralatan

1.Bulldozer

2.Dumptruck

3.Wheel Loader

0,005265

0,0313

0,0265

Jam

Jam

Jam

687.100,77

418.847,63

437.790,83

3617,58

13.109,93

11.601,457

D. Jumlah Harga Tenaga Kerja,Bahan dan Peralatan 28.670,377

1. Pekerjaan Pembersihan

2. Pekerjaan Galian


Biaya Total ( Rp)

A. Tenaga Kerja

1.Mandor

2.Pekerja

0,0116

0,0464

Jam

Jam

17.419,05

11.890,48

202,06

551,71

B. Bahan - - - -

C. Peralatan

1.Bulldozer

2.Dumptruck

3.Excavator

000523

0,0313

001163

Jam

Jam

Jam

687.100,77

418.847,63

612.718,57

7125,92

3593,54

13.109,93


3. Pekerjaan Timbunan


Biaya Total ( Rp)

A. Tenaga Kerja

1.Mandor

2.Pekerja

0,005265

0,021

Jam

Jam

17.419,05

11.890,48

91,711

249,70

B. Bahan

1.Bahan Timbunan 1,2 m ³ 90.700,00 108.840

C. Peralatan

1.Bulldozer

2.Wheel Loader

3. Dumptruck

4. Tandem Roller

5.Water Tank Truck

000523

0,0265

0,0313

0,002738

0,01412

Jam

Jam

Jam

Jam

Jam

687.100,77

437.790,83

418.847,63

511.893,07

335.793,66

3617,58

11.601.457

13.109,93

1401,563

47.414,205


7. Pekerjaan Lapisan Permukaan


Biaya Total ( Rp)

A. Tenaga Kerja

1.Mandor

2.Pekerja

0,0118

0,0472

Jam

Jam

17.419,05

11.890,48

205,544

561,23

B. Bahan

1. Croase Agregat

2. Fine Agregat

3. Filler

4. Aspal

0,6875

0,5246

120

165,4

m ³

m ³

Kg

Kg

453.887,04

453.887,04

2058,97

13.168,20

312.047,3

238.109,1

247.076,4

2.178.020,3

C. Peralatan

1.Asphalt Finisher

2.Pneumatic Tire Roller

3. Dumptruck

4. Tandem Roller

5.Water Tank Truck

6.Asphalt Mixing Plan

0,007171

0,007751

0,0313

0,015

0,0141

0,0118

Jam

Jam

Jam

Jam

Jam

730.490,41

481.609,27

418.847,63

511.893,07

335.793,66

1.502.953,03

5238,34

3732,95

13.109,93

7678,396

47.414,265

17.734,84

D. Jumlah Harga Tenaga Kerja,Bahan dan Peralatan 3.070.928,5

8. Pekerjaan Galian Gorong – gorong


Biaya Total ( Rp)

A. Tenaga Kerja

1.Mandor

2.Pekerja

0,0450

0,0112

Jam

Jam

17.419,05

11.890,48

783,8573

133,1734

B. Bahan - - - -

C. Peralatan

1.Excavator

2.Dumptruck

3.Alat Bantu

0,0112

0,0907

1

Jam

Jam

Jam

612.718,57

418.847,63

82.500

6862,4480

37.989,48

82.500


9. Pekerjaan Timbunan Gorong – gorong


Biaya Total ( Rp)

A. Tenaga Kerja

1.Mandor

2.Pekerja

0,0450

0,0112

Jam

Jam

17.419,05

11.890,48

783,8573

133,1734

B.Bahan

1. Bahan Timbunan 1,20 m ³ 90.700,00 108.840,00

C. Peralatan

1.Excavator

2.Dumptruck

3.Motor Grader

4.Vibrator Roller

5.Water Tank T.

6.Alat Bantu

0,0112

0,1413

0,0037

0,0042

0,0070

1

Jam

Jam

Jam

Jam

Jam

Ls

612.718,57

418.847,63

575.417,3146

443.613

335.794,66

82.500

6862,4480

59.183,1701

2129,044

1863,1746

2350,5626

82.500


10. Pekerjaan Gorong – gorong


Biaya Total ( Rp)

A. Tenaga Kerja

1.Mandor

2.Pekerja

3.Tukang

14

1,75

1,75

Jam

Jam

Jam

17.419,05

11.890,48

14.547,62

243.866,7

20.808,34

25.458,3350

B. Bahan

1.Beton K-300

2.Baja Tulangan

3.Urugan Porus

4.Material

Pilihan

0,2897

31,8707

0,3103

1,9114

m ³

Kg

m3

m ³

2.290.848,75

17.410,00

533.230,72

100.400,00

663.658,883

554.868,887

165.461,4924

191.904,56

C. Peralatan

1.Tamper

2.Flat Bed Truck

3.Alat Bantu

2,3776

0,1368

1

Jam

Jam

Ls

51.892,74

549.907,51

82.500

123.380,1786

75.227,347

82.500

D. Jumlah Harga Tenaga Kerja,Bahan dan Peralatan 2.079.434,723

Jam Kerja, Kuantitas

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