65
IV.4.2 Menghitung Normal Ongkos Pekerja perjam
Normal ongkos pekerja perjam =
� �
ℎ �
Normal ongkos pekerja perjam untuk item pekerjaan struktur lantai satu Normal ongkos pekerja perjam pekerjaan pelat lantai t=12cm C7
= . x
. =
. Tabel 4.8 Perhitungan biaya normal ongkos pekerja perjam
No. URAIAN PEKERJAAN
HARGA SATUAN UPAH PEKERJA
PROD. PERJAM NORMAL ONGKOS
PEKERJA PER JAM I
PEKERJAAN PERSIAPAN : 1 Pembersihan lokasi
3,000,000 0.06
187,500 2 Pek. Pagar Pengamanan
9,000 2.19
- 3 Barak kerja dan Gudang material
3,000,000 0.03
75,000 4 Pengukuran dan Bowplak
50,000 6.98
- 5 Air kerja dan Penerangan
9,000,000 0.04
- 6 Mobilisasi dan Demobilisasi
9,000,000 0.06
- 7 Keamanan Proyek
2,000,000 0.01
- II
PEKERJAAN TANAH : 1 Galian tanah pondasi
55,000 1.89
103,714 2 Galian tanah sloof
55,000 0.68
- 3 Urugan tanah galian
18,000 12.03
216,560 4 Urugan pasir bawah lantai kerja
20,000 3.37
67,490 III
PEKERJAAN STRUKTUR : 1 Bor pail Ø 40 cm
2,128,317 0.59
1,264,733
66
- Beton cor K - 250 75,000
- - Besi beton
1,000 -
- Casing Sewa alat Operator 750,000
- 2
Pekerjaan Cor lantai kerja 150,000
0.33 49,554
3 Pek. Pondasi tapak
304,590 0.27
- - Beton cor K - 250 Redy Mix
75,000 -
- Besi beton 1,000
- - Bekisting
40,000 -
4 Pek. Pedistal
515,682 0.24
121,554 - Beton cor K - 250
75,000 -
- Besi beton 1,000
- - Bekisting
40,000 -
5 Pek. Sloof
544,091 0.29
160,313 - Beton cor K - 250
75,000 -
- Besi beton 1,000
- - Bekisting
40,000 -
6 Cor lantai parkir
96,736 0.58
55,642 - Beton cor K - 175
75,000 -
- ware mesh M-6 11,000
- - Bekisting
40,000 -
7 Pek. Cor Plat beton FL.1 - K 200
195,061 0.37
72,026 - Beton cor Rady mix, t - 12 cm
75,000 -
- ware mesh M-8 11,000
- - Floor Deck 0,75 mm
11,000 -
- Bekisting 40,000
- 8
Pek. Cor Plat beton FL.2 - K 200 220,086
0.29 64,496
- Beton cor Rady mix, t - 12 cm 82,500
- - ware mesh M-8
11,000 -
67
- Floor Deck 0,75 mm 11,000
- - Bekisting
44,000 -
9 Pek. Cor Plat beton FL.3 - K 200
208,019 0.42
87,612 - Beton cor Rady mix, t - 12 cm
82,500 -
- ware mesh M-8 11,000
- - Floor Deck 0,75 mm
11,000 -
- Bekisting 44,000
- 10
Pek. Cor Plat beton FL.4 - K 200 204,057
0.42 85,943
- Beton cor Rady mix, t - 12 cm 82,500
- - ware mesh M-8
11,000 -
- Floor Deck 0,75 mm 11,000
- - Bekisting
44,000 -
11 Pek. Cor Plat beton FL.5 - K 200
204,057 0.42
85,943 - Beton cor Rady mix, t - 12 cm
82,500 -
- ware mesh M-8 11,000
- - Floor Deck 0,75 mm
11,000 -
- Bekisting 44,000
- 12
Pek. Cor Plat beton FL.6 - K 200 204,057
0.42 85,943
- Beton cor Rady mix, t - 12 cm 82,500
- - ware mesh M-8
11,000 -
- Floor Deck 0,75 mm 11,000
- - Bekisting
44,000 -
13 Pek. Cor Plat beton atap tangga
FL.7 - K 200 1,394,119
0.01 18,298
- Beton cor Rady mix, t - 12 cm 82,500
- - ware mesh M-8
11,000 -
- Floor Deck 0,75 mm 11,000
- - Bekisting
44,000 -
68
III.2 Kontruksi baja :
3,418.23 126.32
- 1 Kolom WF 450 x 200 x 9 x 14 mm
3,300 -
2 Balok WF 400 x 200 x 8 x 13 3,300
- 3 Balok WF 300 x150 x 6.5 x 9
3,300 -
4 Plate 450 x 650 x 15 mm 3,300
- 5 Ankur baut Ø 25 mm - Pj 600 mm
15,000 -
6 Plat Konsol 200 x 800 x 15 mm 3,300
- 7
Plat Balok WF 400 x HB 300 200 x 600 x 15 mm
3,300 -
8 Stiffner Kolom HB 300 = 300 x
300 x 10 mm 3,300
- 9
Stiffner Gado WF 400 = 200 x 400 x 10 mm
3,300 -
10 Stiffner WF 300 x WF 400 250 x
400 x 10 mm 3,300
- 11
Stiffner WF 300 = 250 x 300 x 10 mm
3,300 -
12 Baut pengikat 2,000
- III.3
PEKERJAAN TANGGA : III.3A Tangga utama
819,049.29 0.15
- 1 - WF 150 x 75 x 5 x 7
3,300 -
2 - Stiffener 3,300
- 3 - Baut
2,000 -
4 Cor beton bertulang plate tangga -
4.1 - Cor K - 250 75,000
- 4.2 - Besi beton
1,100 -
4.3 - Bekisting 40,000
- 5 Cor pondasi tangga utama
- 5.1 - Cor K - 250
75,000 -
5.2 - Besi beton 1,100
-
69
5.3 - Bekisting 40,000
- 5.4 - Angkur baut
15,000 -
III.3B Tangga Start A 1,058,535.54
0.01 -
1 - WF 150 x 75 x 5 x 7 3,300
- 2 - Stiffener
3,300 -
3 - Baut 2,000
- 4 Cor beton bertulang plate tangga
- 4.1 - Cor K 250
75,000 -
4.2 - Besi beton 1,100
- 4.3 - Bekisting
40,000 -
5 Cor pondasi -
5.1 - Cor K - 250 75,000
- 5.2 - Bekisting
40,000 -
5.3 - Besi beton 1,100
- 5.4 - Angkur baut
15,000 -
III.3C Tangga Start B 1,037,746
0.02 -
1 - WF 150 x 75 x 5 x 7 3,300
- 2 - Stiffener
3,300 -
3 - Baut 2,000
- 4 Cor beton bertulang plate tangga
- 4.1 - Cor K 250
75,000 -
4.2 - Besi beton 1,100
- 4.3 - Bekisting
40,000 -
5 Cor pondasi -
5.1 - Cor K - 250 75,000
- 5.2 - Bekisting
40,000 -
5.3 - Besi beton 1,100
- 5.4 - Angkur baut
15,000 -
70
III.3D Tangga Start C 1,115,514
0.03 -
1 - WF 150 x 75 x 5 x 7 3,300
- 2 - Stiffener
3,300 -
3 - Baut 2,000
- 4 Cor beton bertulang plate tangga
- 4.1 - Cor K 250
75,000 -
4.2 - Besi beton 1,100
- 4.3 - Bekisting
40,000 -
5 Cor pondasi -
5.1 - Cor K - 250 75,000
- 5.2 - Bekisting
40,000 -
5.3 - Besi beton 1,100
- 5.4 - Angkur baut
15,000 -
III.3E Tangga Start D 483,988
0.13 -
1 - WF 150 x 75 x 5 x 7 3,300
- 2 - Stiffener
3,300 -
3 - Baut 2,000
- 4 Cor beton bertulang plate tangga
- 4.1 - Cor K 250
75,000 -
4.2 - Besi beton 1,1000
- 4.3 - Bekisting
40,000 -
5 Cor pondasi -
5.1 - Cor K - 250 75,000
- 5.2 - Bekisting
40,000 -
5.3 - Besi beton 1,100
- 5.4 - Angkur baut
15,000 -
III.4 Cor Trefik sepeda motor
2,210,874 0.06
121,310 1 - WF 200 x 100 x 5,5 x 8
3,300 -
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
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