38
1 - WF 150 x 75 x 5 x 7
kg 123.300
2 - Stiffener
bh 28.000
3 - Baut
bh 192.000
4 Cor beton bertulang plate tangga
4.1 - Cor K 250
m3 4.080
4.2 - Besi beton
kg 318.690
4.3 - Bekisting
m2 4.080
5 Cor pondasi
5.1 - Cor K - 250
m3 0.300
5.2 - Bekisting
m2 1.600
5.3 - Besi beton
kg 59.200
5.4 - Angkur baut
bh 8.000
III.4 Cor Trefik sepeda motor
m3 3.525
8 0.44
m3hari 1
- WF 200 x 100 x 5,5 x 8 kg
1473.280 2
- Cor lantai K - 250 m3
3.526 3
- Besi beton kg
133.200 4
Cor pondasi 4.1
- Cor K - 250 m3
6.510 4.2
- Besi beton kg
638.484 4.3
- Bekisting m2
13.440 4.4
- Angkur baut bh
56.000
IV.3.2 Menghitung Produktivitas Perjam
Produktivitas Perjam =
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Produktivitas perjam untuk item pekerjaan struktur lantai satu Produktifitas perjam pekerjaan pelat lantai t=12cm C7
=
.
= . m
3
jam
Tabel.4.3 Perhitungan produktivitas perjam No.
URAIAN PEKERJAAN SAT
PROD. HARIAN SAT
PROD. PERJAM I
PEKERJAAN PERSIAPAN : 1 Pembersihan lokasi
Lshari 0.50
Lshari 0.06
2 Pek. Pagar Pengamanan m2hari
17.51 m2hari 2.19
3 Barak kerja dan Gudang material Unithari
0.20 Unithari
0.03
39
4 Pengukuran dan Bowplak mhari
55.85 mhari
6.98 5 Air kerja dan Penerangan
Lshari 0.33
Lshari 0.04
6 Mobilisasi dan Demobilisasi Lshari
0.50 Lshari
0.06 7 Keamanan Proyek
blnhari 0.04 blnhari
0.01 II
PEKERJAAN TANAH : 1 Galian tanah pondasi
m3hari 15.09
m3hari 1.89
2 Galian tanah sloof m3hari
5.45 m3hari 0.68
3 Urugan tanah galian m3hari
96.25 m3hari
12.03 4 Urugan pasir bawah lantai kerja
m3hari 27.00
m3hari 3.37
III PEKERJAAN STRUKTUR :
1 Bor pail Ø 40 cm m3hari
4.75 m3hari
0.59 - Beton cor K - 250
- Besi beton - Casing Sewa alat Operator
2 Pekerjaan Cor lantai kerja
m3hari 2.64
m3hari 0.33
3 Pek. Pondasi tapak
m3hari 2.19 m3hari
0.27 - Beton cor K - 250 Redy Mix
- Besi beton - Bekisting
4 Pek. Pedistal
m3hari 1.89
m3hari 0.24
- Beton cor K - 250 - Besi beton
- Bekisting 5
Pek. Sloof m3hari
2.36 m3hari
0.29 - Beton cor K - 250
- Besi beton - Bekisting
6 Cor lantai parkir
m3hari 4.60
m3hari 0.58
- Beton cor K - 175 - ware mesh M-6
- Bekisting 7
Pek. Cor Plat beton FL.1 - K 200 m3hari
2.95 m3hari
0.37 - 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 m3hari
2.34 m3hari
0.29 - 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 m3hari
3.37 m3hari
0.42
40
- 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
m3hari 3.37
m3hari 0.42
- Beton cor Rady mix, t - 12 cm - ware mesh M-8
- Floor Deck 0,75 mm - Bekisting
11 Pek. Cor Plat beton FL.5 - K 200
m3hari 3.37
m3hari 0.42
- 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
m3hari 3.37
m3hari 0.42
- 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 m3hari
0.11 m3hari
0.01 - Beton cor Rady mix, t - 12 cm
- ware mesh M-8 - Floor Deck 0,75 mm
- Bekisting III.2
Kontruksi baja : kghari
1,010.54 kghari
126.32 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
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 :
41
III.3A Tangga utama m3hari
1.23 m3hari 0.15
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 m3hari
0.23 m3hari 0.03
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.3C Tangga Start B m3hari
0.20 m3hari 0.02
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 m3hari
0.26 m3hari 0.03
1 - WF 150 x 75 x 5 x 7 2 - Stiffener
42
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.3E Tangga Start D m3hari
1.02 m3hari 0.13
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
m3hari 0.44
m3hari 0.06
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
IV.3.3 Menghitung Produktivitas Harian Sesudah Crash
