71
2 - Cor lantai K - 250 75,000
- 3 - Besi beton
1,000 -
4 Cor pondasi -
4.1 - Cor K - 250 75,000
- 4.2 - Besi beton
1,000 -
4.3 - Bekisting 40,000
- 4.4 - Angkur baut
15,000 -
IV.4.3 Menghitung Biaya Lembur penambahan 4 jam kerja
Biaya Lembur pekerja =
, ℎ
+ ℎ
o Biaya Lembur pekerja untuk item pekerjaan struktur lantai satu
Biaya Lembur pekerja pekerjaan pelat lantai t=12cm C7 =
, x , + x ,
x =
,
72
Tabel 4.9 Perhitungan biaya lembur pekerja untuk 4 jam penambahan jam kerja
No. URAIAN PEKERJAAN
PROD. PERJAM
NORMAL ONGKOS PEKERJA
BIAYA LEMBUR PEKERJA
PER JAM 4 JAM PENAMBAHAN
I PEKERJAAN PERSIAPAN :
1 Pembersihan lokasi 0.06
187,500 1,406,250
2 Pek. Pagar Pengamanan 2.19
19,697 -
3 Barak kerja dan Gudang material 0.03
75,000 562,500
4 Pengukuran dan Bowplak 6.98
349,063 -
5 Air kerja dan Penerangan 0.04
375,000 -
6 Mobilisasi dan Demobilisasi 0.06
562,500 -
7 Keamanan Proyek 0.01
10,135 -
II PEKERJAAN TANAH :
1 Galian tanah pondasi 1.89
103,714 777,857
2 Galian tanah sloof 0.68
37,489 -
3 Urugan tanah galian 12.03
216,560 1,624,202
4 Urugan pasir bawah lantai kerja 3.37
67,490 506,175
III PEKERJAAN STRUKTUR :
1 Bor pail Ø 40 cm 0.59
1,264,733 9,485,499
- Beton cor K - 250 -
- - Besi beton
- -
- Casing Sewa alat Operator -
- 2
Pekerjaan Cor lantai kerja 0.33
49,554 371,652
3 Pek. Pondasi tapak
0.27 83,545
- - Beton cor K - 250 Redy Mix
- -
- Besi beton -
- - Bekisting
- -
4 Pek. Pedistal
0.24 121,554
911,652
73
- Beton cor K - 250 -
- - Besi beton
- -
- Bekisting -
- 5
Pek. Sloof 0.29
160,313 1,202,344
- Beton cor K - 250 -
- - Besi beton
- -
- Bekisting -
- 6
Cor lantai parkir 0.58
55,642 417,318
- Beton cor K - 175 -
- - ware mesh M-6
- -
- Bekisting -
- 7
Pek. Cor Plat beton FL.1 - K 200 0.37
72,026 540,198
- Beton cor Rady mix, t - 12 cm -
- - ware mesh M-8
- -
- Floor Deck 0,75 mm -
- - Bekisting
- -
8 Pek. Cor Plat beton FL.2 - K 200
0.29 64,496
483,719 - Beton cor Rady mix, t - 12 cm
- -
- ware mesh M-8 -
- - Floor Deck 0,75 mm
- -
- Bekisting -
- 9
Pek. Cor Plat beton FL.3 - K 200 0.42
87,612 657,090
- Beton cor Rady mix, t - 12 cm -
- - ware mesh M-8
- -
- Floor Deck 0,75 mm -
- - Bekisting
- -
10 Pek. Cor Plat beton FL.4 - K 200
0.42 85,943
644,575 - Beton cor Rady mix, t - 12 cm
- -
74
- ware mesh M-8 -
- - Floor Deck 0,75 mm
- -
- Bekisting -
- 11
Pek. Cor Plat beton FL.5 - K 200 0.42
85,943 644,575
- Beton cor Rady mix, t - 12 cm -
- - ware mesh M-8
- -
- Floor Deck 0,75 mm -
- - Bekisting
- -
12 Pek. Cor Plat beton FL.6 - K 200
0.42 85,943
644,575 - Beton cor Rady mix, t - 12 cm
- -
- ware mesh M-8 -
- - Floor Deck 0,75 mm
- -
- Bekisting -
- 13
Pek. Cor Plat beton atap tangga FL.7 - K 200 0.01
18,298 137,234
- Beton cor Rady mix, t - 12 cm -
- - ware mesh M-8
- -
- Floor Deck 0,75 mm -
- - Bekisting
- -
III.2 Kontruksi baja :
126.32 431,781
- 1 Kolom WF 450 x 200 x 9 x 14 mm
- -
2 Balok WF 400 x 200 x 8 x 13 -
- 3 Balok WF 300 x150 x 6.5 x 9
- -
4 Plate 450 x 650 x 15 mm -
- 5 Ankur baut Ø 25 mm - Pj 600 mm
- -
6 Plat Konsol 200 x 800 x 15 mm -
- 7
Plat Balok WF 400 x HB 300 200 x 600 x 15 mm
- -
8 Stiffner Kolom HB 300 = 300 x 300 x 10
mm -
-
75
9 Stiffner Gado WF 400 = 200 x 400 x 10 mm -
- 10
Stiffner WF 300 x WF 400 250 x 400 x 10 mm
- -
11 Stiffner WF 300 = 250 x 300 x 10 mm -
- 12 Baut pengikat
- -
III.3 PEKERJAAN TANGGA :
III.3A Tangga utama 0.15
126,256 -
1 - WF 150 x 75 x 5 x 7 -
- 2 - Stiffener
- -
3 - Baut -
- 4 Cor beton bertulang plate tangga
- -
4.1 - Cor K - 250 -
- 4.2 - Besi beton
- -
4.3 - Bekisting -
- 5 Cor pondasi tangga utama
- -
5.1 - Cor K - 250 -
- 5.2 - Besi beton
- -
5.3 - Bekisting -
- 5.4 - Angkur baut
- -
III.3B Tangga Start A 0.01
64,830 -
1 - WF 150 x 75 x 5 x 7 -
- 2 - Stiffener
- -
3 - Baut -
- 4 Cor beton bertulang plate tangga
- -
4.1 - Cor K 250 -
- 4.2 - Besi beton
- -
4.3 - Bekisting -
- 5 Cor pondasi
- -
76
5.1 - Cor K - 250 -
- 5.2 - Bekisting
- -
5.3 - Besi beton -
- 5.4 - Angkur baut
- -
III.3C Tangga Start B 0.02
61,189 -
1 - WF 150 x 75 x 5 x 7 -
- 2 - Stiffener
- -
3 - Baut -
- 4 Cor beton bertulang plate tangga
- -
4.1 - Cor K 250 -
- 4.2 - Besi beton
- -
4.3 - Bekisting -
- 5 Cor pondasi
- -
5.1 - Cor K - 250 -
- 5.2 - Bekisting
- -
5.3 - Besi beton -
- 5.4 - Angkur baut
- -
III.3D Tangga Start C 0.03
53,062 -
1 - WF 150 x 75 x 5 x 7 -
- 2 - Stiffener
- -
3 - Baut -
- 4 Cor beton bertulang plate tangga
- -
4.1 - Cor K 250 -
- 4.2 - Besi beton
- -
4.3 - Bekisting -
- 5 Cor pondasi
- -
5.1 - Cor K - 250 -
- 5.2 - Bekisting
- -
77
5.3 - Besi beton -
- 5.4 - Angkur baut
- -
III.3E Tangga Start D 0.13
131,728 -
1 - WF 150 x 75 x 5 x 7 -
- 2 - Stiffener
- -
3 - Baut -
- 4 Cor beton bertulang plate tangga
- -
4.1 - Cor K 250 -
- 4.2 - Besi beton
- -
4.3 - Bekisting -
- 5 Cor pondasi
- -
5.1 - Cor K - 250 -
- 5.2 - Bekisting
- -
5.3 - Besi beton -
- 5.4 - Angkur baut
- -
III.4 Cor Trefik sepeda motor
0.06 121,310
909,821 1 - WF 200 x 100 x 5,5 x 8
- -
2 - Cor lantai K - 250 -
- 3 - Besi beton
- -
4 Cor pondasi -
- 4.1 - Cor K - 250
- -
4.2 - Besi beton -
- 4.3 - Bekisting
- -
4.4 - Angkur baut -
-
78
IV.4.4 Menghitung Crash Cost penambahan 4 jam kerja
