45.6 15.4

45.6 15.4 7.7 61.675 110

C 77.75 0

77.75 0 0 78.675 30

D 79.6 0

79.6 30 SECTION #VALUE! 70

10 ROW - 7 24 SECTION

11 Volume Timbunan , m3 32.66667 SECTION

12 - evaluation striping for grid 30 SECTION Total , m3

13 Section 50 SECTION

14 Analisa Striping Kavling 80 SECTION

SECTION CUT FIL

A 18.75 0

B 52.55 17.4

C 87.75 0

D 97.6 0

E 107.25 0

panjang saluran = 34.8

6784.25 847

2360.25 0

#VALUE! #VALUE!

#VALUE! #VALUE!

Analisa Alat - alat Berat

Proyek perumahan Dukuh Piul Lestari

Bangko Kab. Merangin

Excavator type pc200

- Produksi perjam

Q = q x 3600 x E / cm q = q1 x k

Q = produksi per jam ; m3/hr q1 = kapasitas bucket ; m3

q = produksi persiklus ; m3 = 1.50

E = effisiensi kerja K = factor bucket , common soil

= 45 menit / 1 jam = 0.90

= 0.75

Cm = waktu siklus ; minutes q = 1.35

Cm = Standard Cycle time x conversion factor

standard cycle time = Komatsu pc120

= 16

conversion time = normal condition

= 1

Cm = 16

Q = 227.8125 m3/hour ; keadaan loose

Q = 182.25 m3/hour ; keadaan unexcavated , aktual

Estimasi Biaya Operasional Excavator

No. Uraian Harga Sat. Volume

1 Sewa Alat 300,000.00 8.00

2 Upah Kerja Operator 50,000.00 1.00

2 Upah Kerja Kenek operator 30,000.00 1.00

3 Bahan Bakar 1,650.00 250.00

4 Mobilisasi dan Demobilisasi 3,000,000.00 0.03

5 Bedeng Kerja 60,000.00 1.00

6 Keamanan 40,000.00 1.00

7 Grase , ex. rotary 27,000.00 0.29

Total Operasional

hari kerja

total

kapasitas bucket ; m3

factor bucket , common soil

Total

2,400,000.00

50,000.00

30,000.00

412,500.00

90,000.00

60,000.00

40,000.00

7,714.29

3,090,214.29

30.00

92,706,428.57

Analisa Alat - alat Berat

Proyek perumahan Dukuh Piul Lestari

Bangko Kab. Merangin

Bulldozer Type Komatsu D65 P

170 HP

- Produksi perjam

Q = q x 60 x E / cm q = L x H2 x a

Q = produksi ; m3/hr L = lebar pisau ; m =

q = produksi persiklus ; m3 H = tinggi pisau ; m =

E = effisiensi kerja = 0.666667 a = faktor pisau =

Cm = waktu siklus ; minutes

q = 12.5292636

Cm = D/F + D/R + Z ( min )

D = Haul Distance ; m = 40

F = Forward Speed ; m/min = 2.5

R = Reverse Speed ; m/min = 1.5

Z = Time Required = 0.05

D = 40 m

F = 1.875 km / jam = 31.25 m / menit

R = 1.275 km / jam = 21.35 m / menit

Cm = 3.203536 menit

Q = 156.4429 m3/hour ; keadaan loose

Q = 125.1543 m3/hour ; keadaan unexcavated , aktual

Estimasi Biaya Operasional Bulldozer

No. Uraian Sat. Harga Sat. Volume Total

2 Upah Kerja Operator hari 50000 1.00 50000

2 Upah Kerja Kenek operator hari 30000 1.00 30000

3 Bahan Bakar liter 1650 250.00 412500

4 Mobilisasi dan Demobilisasi ls 3000000 0.03 90000

5 Bedeng Kerja unit 60000 1.00 60000

6 Keamanan hari 40000 1.00 40000

7 Grase , ex. rotary kg 27000 0.29 7714.28571

Total Operasional Hari 690214.286

4.13

1.59

1.2 ( easy dozing )

45.6 15.4

45.6 15.4 7.7 61.675 110 6784.25 847

C 77.75 0

77.75 0 0 78.675 30 2360.25 0

D 79.6 0

79.6 0 0 77.55 70 5428.5 0

E 75.5 0

produksi / hari , Bulldozer 125.1543 Total , m3 14573 847